30 results about "Tube (structure)" patented technology

The invention relates to an overall system conversion process after accumulative slippage of a space pipe truss, and relates to the technical field of steel structure construction. According to the process, a supporting bracket and a jack system are installed, and a mode of combining graded unloading and lateral pushing is adopted, so that accurate conversion of a truss from a temporary supporting state to a design position is achieved. The method comprises the key steps of step-by-step unloading with 20 mm as a circulation unit, jack bottom supporting height adjustment, hydraulic synchronous control and lateral limiting measures. The method solves the problems of poor synchronism, stress concentration and the like in a traditional unloading method, has the advantages of high in-place precision, high in safety, high in construction efficiency and the like, and is suitable for construction of a large-span space pipe truss structure.

The invention discloses a cross-shaped core tube design method suitable for a super high-rise building, belongs to the field of building design, and aims to solve the problems that due to lack of intensive layout, the building area is wasted, and the use amount of building materials and operation energy consumption are increased. A building system, a structure system, an electromechanical system, an elevator system and other systems are subjected to coupling optimization design, and the plane service capacity of the core tube is improved; by adopting the crossed arrangement of the cross-shaped elevator halls, the traffic area of the core tube can be saved by about 10m < 2 > on each floor, and the use space of more than 500m < 2 > is totally saved according to 50 floors; waste of building area is reduced, and the plane utilization rate can be increased to 78%-80% and is increased by about 2%-5% compared with traditional parallel arrangement; by adopting the cross-shaped elevator hall arrangement scheme, the uniformity of the plane can be obviously improved, the problem of plane detour is avoided, and the streamline distance from the core tube to each shop under the same plane layout can be shortened by about 25-30% compared with a parallel arrangement scheme.

The utility model provides an enclosure structure suitable for a dry-type building, comprising: a side wall frame, the side wall frame comprising a plurality of main body structural beams arranged in an array; the multiple groups of enclosure connecting assemblies are arranged on the side wall frame, and each enclosure connecting assembly comprises a first angle steel piece and a second angle steel piece which are detachably mounted on the main body structural beam through bolts; the peripheral guard plate pieces are detachably mounted on the outer side of the main body structural beam through a group of enclosure connecting assemblies so as to form an outer wall of the dry type building; a plurality of limiting rectangular pipes are arranged on the first angle steel piece and the second angle steel piece in a sectional mode and used for limiting the installation position of the peripheral protection plate piece. The building envelope provided by the utility model is convenient to mount and dismount, the structure can be repeatedly used for many times, and simulative building scenes are enriched.

The utility model discloses a steel structure-core tube equal-height synchronous climbing construction system oriented to construction time variation. The steel structure-core tube equal-height synchronous climbing construction system comprises an embedded part overall installation system. Optimization design of fireproof joints between peripheral layers of the steel structure is carried out; the profiled steel sheet is free of a support system; an outer-frame-free same-layer construction system is adopted; a lantern frame system and a steel structure node optimization design are further included; and system supplementation is carried out through the design of an outer wall column protection frame body and the design of a material lifting platform. According to the utility model, based on the construction site, through the optimization design of the nodes and the optimization innovation of the construction system, the two different materials of the concrete cylinder and the outer frame steel column work cooperatively, and the technical problems of long construction period, high construction cost, large construction potential safety hazard and the like are solved.

The utility model belongs to the technical field of wind power generation engineering, and relates to a platform structure for storing prefabricated concrete tower tube segments, which comprises a storage platform, two rows of fixing grooves matched with the mixed tower tube segments are sequentially arranged on the storage platform along the length direction of the storage platform, and a quality inspection channel is arranged between the two rows of fixing grooves. Compared with an existing sleeper support, more, higher and heavier mixed tower segments can be stacked, stacking is stable and does not collapse, and the concrete storage platform is not prone to being affected with damp, does not crack at the high temperature, does not become fragile at the low temperature and is long in service life. Particularly, the storage platform is arranged to be an A area, a B area, a C area and a D area, mixed tower segments of different sizes can be stacked in the areas in a classified and ordered mode, and the quality inspection work efficiency of management personnel is improved.

The utility model belongs to the technical field of building construction, and discloses a non-floor type construction operation platform structure which comprises a lower floor slab, a plurality of structural columns are arranged on the lower floor slab, brackets fixed to the side faces of the structural columns are further included, H-shaped steel is arranged on the brackets, a plurality of bailey beams are evenly arranged on the H-shaped steel, and the bailey beams are fixed to the lower floor slab. The bailey beam is perpendicular to the H-shaped steel, a plurality of I-shaped steel is evenly installed on the bailey beam, and supporting frame vertical rods are arranged on the I-shaped steel. The non-floor type construction operation platform structure is supported by the lower floor slab and the structural column, does not need a ground foundation, and is suitable for narrow space or high-altitude operation scenes (such as high-rise building core tube construction); the I-shaped steel spacing and the vertical rod arrangement are flexibly adjusted according to the upper load, the bearing requirements of different construction stages are met, and the structure is particularly suitable for construction scenes of complex building structures.

This invention discloses a multifunctional reusable hoisting cage and its construction method, comprising a pallet body and a hoisting cage body detachably connected. A bottom supporting steel pipe is fixedly connected to the bottom of the pallet body, and a connecting square tube is fixedly connected to the top of the hoisting cage body. Connecting steel pipes are provided on both sides of the hoisting cage body, and the hoisting cage body is detachably connected to the pallet body via the connecting steel pipes. This invention solves the problems of fixed structure, poor adaptability, high safety hazards, and low turnover efficiency of traditional construction hoisting equipment. It can be adapted to the vertical hoisting of various scattered building materials such as bricks, mortar, stirrups, and small components. It has advantages such as convenient assembly and disassembly, safety and reliability, reusability, wide applicability, and low manufacturing cost. It can effectively improve the efficiency of material hoisting on construction sites, reduce the intensity of manual handling and construction safety risks, and is applicable to various construction scenarios such as residential buildings, commercial buildings, municipal engineering, and factory construction.

This invention provides a method for modifying a steel platform formwork for reducing the size of a core tube wall in mid-air, comprising the following steps: 1. Reducing the core tube wall size starting from the Nth floor, with the steel platform formwork located on the Nth floor; 2. Lifting the steel platform formwork to the N+1th floor and constructing the Nth floor core tube structure; 3. Constructing permanent enclosures on the top of the platform, and constructing first permanent and temporary enclosures at the edges of the remaining hanging scaffolding; 4. Dismantling the steel platform formwork and the hanging scaffolding to be dismantled in the area where the wall size was reduced; 5. Lifting the steel platform formwork to the N+2th floor, constructing second permanent enclosures at the edges of the remaining hanging scaffolding, and constructing the N+1th floor core tube structure; 6. Lifting the steel platform formwork to the N+3th floor, constructing third permanent enclosures at the edges of the remaining hanging scaffolding, and constructing the N+2th floor core tube structure. This invention relates to the field of high-rise building structure construction technology and solves the problem of the lack of a safe and efficient method for modifying steel platform formwork.

The invention relates to the technical field of structural engineering-seismic mitigation and isolation, in particular to a steel frame-concrete core tube structure based on in-layer seismic mitigation and isolation and a design method, and the steel frame-concrete core tube structure comprises an external steel frame and an internal core tube; the outer steel frame surrounds the periphery of the inner core tube, and a seismic isolation gap is formed between the outer steel frame and the inner core tube; seismic mitigation and isolation nodes are arranged at the seismic isolation seams and used for connecting the external steel frame and the internal core tube; a floor slab is arranged on the steel frame; a shear wall is arranged on the periphery of the inner core tube; a miniature pipe gallery is arranged between the floor slab and the shear wall; a pipeline is arranged in the miniature pipe gallery; a ground decoration surface layer is arranged on the floor slab, and the distance between one end, close to the shear wall, of the ground decoration surface layer and the shear wall is larger than the distance between the floor slab and the shear wall.

The invention discloses a deep foundation pit construction method based on cooperation of tube well dewatering and graded excavation, and belongs to the technical field of civil engineering construction. The method comprises the steps that firstly, tube wells are arranged on the periphery of a foundation pit, a water pumping system is started, and the underground water level is lowered to the safe height below the foundation pit bottom elevation; and then based on the stress state of the enclosure structure and the stratum permeability characteristic, the excavation process of the foundation pit is divided into a plurality of graded construction stages, and the water pumping amount and the excavation depth of the tube well are synchronously adjusted in all the stages so as to maintain dynamic balance of water and soil pressure. The rainfall scheme and the excavation rhythm are subjected to feedback regulation and control by monitoring key indexes such as the water level, ground surface settlement and building envelope deformation in real time, and accurate control over the seepage field and the stress field is achieved. According to the method, geological disasters such as water inrush, piping and bottom upheaval of the foundation pit in deep foundation pit construction are effectively prevented, the risk of differential settlement of the surrounding environment is reduced, the stability of a supporting structure and the construction safety are improved, and the method has the advantages of being high in implementation performance and high in engineering application value.

The invention relates to the technical field of building assembly, in particular to an assembly component for a light ceramic glass plate wall and a floor slab, which comprises bolts, a first assembly disc is embedded in the floor slab, a second assembly disc is embedded in the plate wall, and shadow overlapping surfaces of the first assembly disc and the second assembly disc are perpendicular to each other. Preliminary positioning of the assembly disc is completed through insertion connection of the outer pipe frame and the inner pipe frame, then a torque wrench is used for driving the bolt into a plate wall, meanwhile, the wedge-shaped block is matched with the bolt to rotate, the extrusion rod is pushed to move upwards, and the two conical rods are indirectly driven into a floor slab. The bolts, the insertion cones, the outer pipe frame and the inner pipe frame form an I-shaped structure, so that the stress between the plate wall and the floor is effectively dispersed, and the problem of stress deviation caused by rigidity difference is solved; and the lifting operation of the extrusion rod is ensured by controlling the rotating angle of the wedge block, so that the I-shaped assembly part is smoothly formed in the plate wall and the floor.

The present application belongs to the field of building engineering construction technology, and discloses a kind of suspension steel structure floor elevation active control method, comprising the following steps: construction core tube structure, and symmetrically construction cantilever truss layer on the top of core tube structure;Suspension steel structure is constructed by using forward construction method or reverse construction method, and the vertical deformation of each suspension floor of suspension steel structure is caused by lifting suspension steel structure, and the elevation of each suspension floor is adjusted to the design standard value allowed range.In the construction process, the above-mentioned construction method can actively control the elevation of the suspension floor according to the actual construction situation, has high flexibility, and can more accurately meet the design requirements.

The utility model belongs to the technical field of constructional engineering, and particularly provides an assembly type foundation pit protection device which comprises a foundation assembly and a plurality of stand columns, the bottom of the foundation assembly is installed on the horizontal and hard ground around a foundation pit through a fixing assembly, and the stand columns are arranged in the length direction of the foundation assembly at intervals. The stand columns are detachably connected with the top of the foundation assembly through bolts, a protective fence is installed between every two adjacent stand columns, the foundation assembly comprises an upper-layer angle steel structure and a lower-layer angle steel structure, and the upper-layer angle steel structure, the lower-layer angle steel structure and the upper-layer angle steel structure are connected through a plurality of square pipes to define a cuboid structure. The surfaces of the cuboid structures are wrapped with galvanized iron sheets. The foundation pit surrounding safety protection device can meet the foundation pit surrounding safety protection function, prevent foundation pit falling and high-altitude object falling risks and prevent accumulated water on roads around a foundation pit from flowing into the foundation pit, can be disassembled, changed and combined at will according to different foundation pit construction stages, and meets different construction protection use scenes.

The application discloses a narrow area underground building construction method, comprising the following steps: S1, constructing a supporting structure at the boundary of the area to be constructed; S2, after the supporting structure is constructed, excavating the earthwork of the construction area; S3, when the foundation pit is excavated to a preset depth, performing secondary supporting by using a steel sheet pile to form a core tube underground construction area; S4, after the underground part of the core tube of the building to be constructed is constructed in the core tube underground construction area, performing the construction of the upper structure and the surrounding area of the underground structure of the core tube; S5, when the core tube of the building to be constructed is constructed to the ground level, performing the construction of the top plate of the part of the basement of the building to be constructed and completing the closure of the top plate of the basement; S6, using the core tube as a soil removal channel to gradually complete the earth excavation work of the underground space, thereby completing the earth excavation work of the first floor of the basement to the bottom plate of the basement, and constructing the underground building upwards from the bottom plate of the basement after the earth excavation work of the underground space is completed.

The utility model belongs to the field of constructional engineering, and provides a large-span steel reticulated shell support connecting joint which comprises a supporting rod, an upper rib plate, a lower rib plate, an annular side plate, two inner rib plates and two first main stress rectangular pipes. Two ends of the annular side plate are respectively fixed with the upper rib plate and the lower rib plate; a top plate and a bottom plate of the first main stress rectangular pipe are fixed to the upper rib plate and the lower rib plate correspondingly, and two web plates of the first main stress rectangular pipe are fixed to the annular side plate. And the two inner rib plates are respectively aligned with the two web plates of the first main stress rectangular pipe. According to the reticulated shell support connecting joint, the upper rib plate, the lower rib plate, the annular side plate and the inner rib plate are arranged to replace a traditional welding ball joint, the height of the support joint can be effectively reduced, and the requirements of an architect for overall safety, reliability and light shape of the structure are met. The reticulated shell support connecting joint is simple in structure, clear in force transmission path, safe, reliable and convenient to construct, and has very positive significance on achieving building modeling lightness on the basis of the structural system of the kind.

The utility model discloses a novel rammed earth building structure which comprises a foundation, and the foundation is arranged at the position, close to an original rammed earth building wall, reserved after an original building roof is dismantled and used for supporting a novel structure system without disturbing an original rammed earth building structure foundation. The vertical steel columns are arranged on the foundation to form an inner skeleton of the building, and a certain space distance is kept between the vertical steel columns and an original rammed earth building wall; the steel bar truss floor support plate is arranged on the vertical steel columns; the original roof panel connecting structure comprises a square steel pipe, rock wool and a wood veneer, the square steel pipe is used for supporting the connecting part of the original roof panel and the rammed earth building, a gap between the square steel pipe and an original rammed earth building wall is filled with the rock wool, and the wood veneer is used for blocking the connecting position between the square steel pipe and the original rammed earth building wall. The safety, the space practicability and the durability of the dangerous and old building structure are improved, the improvement cost is saved, and application and popularization are facilitated.

The utility model discloses an anti-seismic steel structure connecting piece which comprises a supporting column, an I-shaped cross beam and an anti-seismic connecting structure, the I-shaped cross beam is installed on the supporting column through an expansion connecting structure, the anti-seismic steel structure connecting piece relates to the technical field of old building maintenance, and the ingenious design structure of the anti-seismic steel structure connecting piece is shown. And the cross-shaped insertion sleeving block is movably inserted into the U-shaped sleeving block and is fixed through the insertion limiting pin, so that stable connection is realized. The telescopic shaft tube and the telescopic inner shaft tube are matched through a horizontal telescopic slide way and a horizontal telescopic slide block, and the telescopic inner shaft tube can flexibly extrude the supporting column through elastic pushing of a sleeved spring; the I-shaped cross beam is movably inserted into the supporting column, the negative-pressure threaded rod is driven to rotate by rotating the negative-pressure handle, the negative-pressure disc stably and horizontally stretches out and draws back on the inner side of the telescopic inner shaft pipe, and the effect that the negative-pressure disc is adsorbed to the supporting column through negative pressure is achieved.

The utility model discloses a secondary keel for a building template supporting system and the building template supporting system, the secondary keel comprises a thin-wall hollow square tube, the middle parts of the four tube walls of the thin-wall hollow square tube are respectively provided with a concave structure which is concave towards the inner side of the tube body; a set of square convex ribs extending in the length direction are symmetrically arranged on the inner wall faces of the two sides of the inwards-concave structure, and triangular reinforcing ribs extending in the length direction are symmetrically arranged on the outer wall faces of the two sides of the inwards-concave structure. The aluminum alloy thin-wall square tube is combined with the reinforcing ribs on the two sides, so that the product has high recovery rate and excellent mechanical property; the product is light in weight, the carrying and mounting efficiency is remarkably improved, a top plate supporting system can be rapidly built, the vertical formwork reinforcing requirement is met, and the construction period is effectively shortened.

The utility model provides a concealed installation electric box structure for a building block type residential building, which comprises an electric box assembly arranged between building blocks, the top of the electric box assembly is detachably connected with a section bar beam plate, the length of the section bar beam plate is larger than that of the electric box assembly, the bottom surface of the building block arranged above the section bar beam plate is provided with a notch, and the section bar beam plate is detachably connected with the notch. The section bar reinforcing ribs of the section bar beam plate are connected with the notches in an inserted mode, and a hole used for a wire pipe to penetrate is formed between the electric box assembly and the section bar beam plate in a communicating mode. The section bar beam plates and the building blocks are connected in an inserted mode through the notches, mechanical occlusion is formed, loads of an electric box area are dispersed, local compression cracking of the masonry is avoided, the shock resistance and durability of the whole structure are improved, and the structural stability is enhanced. Construction is convenient, brick arrangement of the wall is not affected, integrality is high, the problem that a concrete lintel is inconvenient to carry and install and prone to breakage is solved, aluminum alloy section beam plates are adopted, construction is convenient, breakage is not prone to occurring, transportation is convenient, and brick arrangement of wall building is not affected.

The utility model discloses a building construction pile foundation reinforcing structure, which relates to the technical field of pile foundation reinforcement and comprises four U-shaped seats, a carrying pipe is rotatably connected between the upper inner wall and the lower inner wall of each U-shaped seat through a pin shaft, a reinforcing plate is fixed on the outer wall of each carrying pipe, a plurality of preformed holes are formed in the upper side and the lower side of each U-shaped seat, and the preformed holes are distributed in a circular array. A through hole is formed in the reinforcing plate, and a first bolt is inserted into the through hole. By rotating the reinforcing plate, the ground contact position of the reinforcing pile can be changed, so that the burying position of the reinforcing pile in the stratum can be properly adjusted according to different terrain environments where the pile foundation is located, first bolts penetrate through corresponding preformed holes and through holes, the positions of a U-shaped seat and the reinforcing plate are locked through the first bolts, and therefore, the reinforcing pile foundation can be fixed. And the stability of the ground contact position of the reinforcing pile can be ensured, so that the reinforcing structure can better reinforce the pile foundation, the bearing capacity of the pile foundation is enhanced, and settlement is reduced.

A kind of overhanging floor end suspension structure and its construction method, including node floor, outer frame and derrick, multiple overhanging floor plates are arranged between adjacent node floors, outer frame is arranged outside node floor and overhanging floor plate, the lower end of outer frame is rooted on the concrete column of basement by foot embedded part, outer frame is connected core tube by the steel beam of node floor, one end of derrick is connected to the steel beam of node floor close to the end of outer frame, the other end of derrick is connected to the overhanging end of overhanging floor plate, gap is left between overhanging floor plate and outer frame and is not connected.This application has the effect of improving the overall seismic capacity of building.

The utility model belongs to the technical field of building engineering, specifically discloses a large -span reinforced concrete laminated open web truss, including core tube overhanging support structure, reinforced concrete temporary support system and laminated open web truss system, the core tube overhanging support structure includes the cantilever wall of overhanging from core tube side wall, the cantilever wall top perpendicularly is provided with the stiff concrete column, the stiff concrete column top end is rigidly connected with the lower chord node of laminated open web truss system, the shear wall or super large section column of traditional self bottom slab deck rooting is supported with the open web truss by the cantilever support structure in the core tube from bottom, thereby ensuring the architectural effect of large space, the open web truss construction is supported with the reinforced concrete temporary frame support system, and the compressive resistance is high, the deformation under the combined gravity influence of layer-by-layer loading working condition is small, the engineering cost is reduced, and the engineering construction efficiency is improved.

The invention discloses a stream matching frame-based generative shear wall structure arrangement method, which comprises the following steps of: firstly, acquiring a data set, extracting a key area mask from an architectural drawing by adopting a rule-based image processing method, and splicing the key area mask with an architectural design drawing tensor to enhance conditional constraints; secondly, constructing a flow matching model, in a model training and reasoning stage, improving initial distribution setting of flow matching, constructing a mixed initial state fusing rule prior, and adopting a shear wall and filler wall combined prediction strategy; and finally, in a reasoning stage, inputting a new architectural design drawing and earthquake conditions, starting from a mixed state including priori of a key area, and efficiently generating a reasonable and optimized shear wall arrangement drawing by solving an ordinary differential equation (ODE). The method can effectively solve the problems that the traditional design efficiency is low and the generation quality of key areas (such as an elevator shaft and a core tube) is poor.

This utility model discloses a prefabricated seismic-resistant beam-column connection node structure, specifically relating to the field of building structure technology. It includes a connecting column with a multi-faceted limiting mechanism on its outer side. The multi-faceted limiting mechanism includes two fixing frames, with a beam-column inserted into the inner side of each fixing frame. One side of each fixing frame is fixedly connected to the outer side of the connecting column, and two reinforcing ribs are fixedly connected to the outer side of each fixing frame. This utility model utilizes the insertion of the fixing frames into the beam-column connection to provide initial stiffness and shear resistance. Multiple guide strips are used to achieve multi-point frictional energy dissipation under earthquakes. Simultaneously, the clamps limit the high-strength bolts to prevent loosening or falling off during high-intensity earthquakes, ensuring the stability of the beam-column connection node. Combined with the guiding function of the guide columns for the insertion of the connecting square tube, even when there is a large deviation between the connecting column and the connecting square tube, automatic centering and precise positioning can be achieved during insertion, thereby improving on-site connection efficiency.

The invention belongs to the field of civil construction engineering, and particularly relates to a design and construction technology of a concrete-filled steel tube structure, in particular to a method for determining an expansion rate limit value of concrete in a concrete-filled steel tube structure and a storage medium. And the selection of the expansion rate is converted from empirical and qualitative judgment to quantitative and scientific design based on a mechanical model. According to the scheme, the expansion characteristic of the concrete material and the strength safety of the steel pipe structure are linked through a rigorous mechanical model for the first time, and the crossing from the empirical material ratio to the quantitative design based on the structural system performance is realized. And a key theoretical tool and a design basis are provided for solving the problem of how to reasonably use the expanding agent, which puzzles the engineering for a long time.

The invention discloses a super high-rise building inner cylinder and outer frame vertical deformation difference construction reverse correction modeling method, and belongs to the technical field of super high-rise building concrete-profile steel mixed structure numerical simulation, and the method comprises the following steps: 1, building a finite element model according to a construction process and material time-varying characteristics; 2, deformation monitoring is conducted in the whole construction process, and an actually-measured relative vertical deformation difference value set is obtained; 3, performing reverse correction on the finite element model based on the actually measured relative vertical deformation difference value set to obtain a corrected finite element model; and 4, on the basis of the corrected finite element model, performing future relative vertical deformation difference prediction of the inner cylinder and the outer frame and construction adjustment amount guidance. According to the method, 'deviation correction 'of the finite element model is realized, a closed-loop modeling and analysis process capable of being iteratively optimized is formed, and the problem of'inaccurate calculation' is fundamentally solved.

The utility model provides a kind of anti-seismic anti-blast steel structure wall skeleton and anti-seismic anti-blast wall of pipeline can be worn, belong to building engineering technical field.The steel structure wall skeleton includes fixed between the top surface and bottom surface of building space section steel frame, and the vertical steel string fixedly connected with top surface and bottom surface, additionally added pipeline fixing frame, the pipeline fixing frame is enclosed by border, and its upper and lower border adopts hollow square steel with slot line, and its inside is slidably provided with convex block, and the protruding part of convex block protrudes slot line and is fixed with connecting piece connected with vertical steel string.The utility model also provides anti-seismic anti-blast wall containing the skeleton, which is adhered with keel and wall surface on the skeleton by fire-retardant adhesive, and the cavity in wall can be poured and filled with material.The utility model effectively solves the technical problem that pipeline wall needs to cut off original vertical steel string and weaken the anti-seismic and anti-blast performance of wall, and under the premise of not affecting pipeline installation, the structural strength and stability of wall are completely maintained.

The utility model provides a concrete core tube and floor plate connecting structure of an assembly type building. The problem that in the prior art, a connecting structure between a floor and a core tube needs to be optimized is effectively solved. According to the technical scheme for solving the problems, the anti-collision structure comprises a floor slab, an annular groove in a core tube and an annular plate in the annular groove, the section of the annular plate is in a U shape with an outward opening, a plurality of sets of jacking connecting structures are arranged on the periphery of the annular plate, each set of jacking connecting structure comprises two jacking units, and the floor slab is located between the two jacking units; the jacking unit comprises a base fixed to the floor, a sliding rail is fixed to the side, close to the annular plate, of the base, a sliding block capable of moving left and right is arranged in the sliding rail, an elastic energy dissipation component is installed between the sliding block and the base, a jacking rod is hinged to the upper side of the sliding block, and the other end of the jacking rod jacks the annular plate.

The application relates to a rapid starting construction method for super-high building ground structures, which comprises the following steps: firstly, after the zero elevation of the first floor ground is determined, the outer frame and the core tube are simultaneously constructed; when the outer frame and the core tube are simultaneously constructed to the third floor, a pre-pouring platform is poured outside the core tube; after the pouring is completed, the core tube is continuously constructed, and the floor slab of the third floor of the outer frame is poured; after the core tube is constructed to the fifth floor, the vertical structure of the core tube is constructed; finally, after the core tube and the outer frame are separated by a certain number of layers, the horizontal structure of the outer frame and the horizontal structure of the core tube are constructed. According to the principle that the core tube is constructed first, the steel structure frame is constructed second, and the horizontal structure is constructed last, the problem of rapid starting construction of the ground structure is effectively solved, the rapid starting of the core tube is realized, the installation of the climbing formwork frame is realized in advance, the construction period is shortened compared with the traditional construction method, and the phenomenon of the outer frame being idle is reduced to a certain extent.