32 results about "Low-rise" patented technology

The application provides a low-layer steel pipe concrete modular building node structure and a construction method, and belongs to the technical field of fabricated modular steel structure buildings. The node comprises a prefabricated module, the prefabricated module comprises four steel pipe concrete columns and eight horizontal steel beams; the steel beams are divided into I-shaped side beams and C-shaped channel steel middle beams, and are respectively used on the non-splicing side and the splicing side of the module; the outer side surface of the web of the C-shaped channel steel middle beam is flush with the outer surface of the column, and the webs of the channel steels of adjacent modules are attached and connected through anti-pulling and non-shear bolts; the lower column upper end of the steel pipe concrete column is provided with a reduced-diameter insertion section, and the upper column lower end is provided with a cavity section, a pressure-bearing bottom plate is welded to the inner lower end of the cavity section, the insertion section is inserted into the cavity and tightly abuts against the bottom plate, and the upper column and the lower column are butted. During construction, the module prefabrication is completed in a factory, and the lower module is positioned, the upper column insertion assembly is performed, the beam splicing of adjacent modules is performed and the node post-processing is performed in sequence on the site. The application has a clear force transmission path and improves the seismic redundancy and safety of the structure.

The application discloses a low-rise residential building elevator, which comprises a cage, an auxiliary safety groove strip and a deceleration groove piece, a rail inner sliding strip is installed on the deceleration groove piece, a vertical groove is formed in one side of the auxiliary safety groove strip, an embedded sliding rail is embedded and installed on the inner side wall of the vertical groove, the rail inner sliding strip is slidingly installed in the embedded sliding rail, the deceleration groove piece is fixedly installed on the side of the cage, a deceleration driving groove is formed in one side of the deceleration groove piece, a micro motor is fixedly installed on the inner side groove wall of the deceleration driving groove, a driving lead screw is connected and installed on the micro motor, a pushing frame is screwed on the driving lead screw, and a deceleration back pressure column is slidingly inserted on the pushing frame. The beneficial effect is that the inclined surface pressure setting buffer deceleration cooperation clamping stop mechanism is used to make the elevator stop at the elevator exit, rescue is facilitated, the elevator stops after buffer deceleration, loss is small, a straight elastic spring and a supporting rod side pressure spring are arranged at the bottom, and double buffering improves the safety.

The utility model relates to the technical field of assembled house, concretely to a new -type composite wallboard for low -rise assembled steel structure house, include: wallboard, connecting piece, connecting piece includes first screw rod and tension structure, first screw rod and tension structure clasp, be used for in horizontal direction tension adjacent two wallboards, fixed part, fixed part is used for the fixation between wallboard and steel structure main part, the utility model discloses, utilize the clasp of second screw and first screw rod, can realize the fixation of adjacent two wallboards, guarantee the size same of the joint gap between wallboard, utilize the clasp of second screw and first screw rod, can drive two sealing pieces and press mutually, realize the sealing of wallboard joint gap, can avoid the movement in horizontal direction between wallboard simultaneously, through setting up the cushion block between wallboard top surface and upper clamping groove, can avoid the up and down movement of wallboard, can be convenient for post -stage dismounting simultaneously, the repeated use of wallboard is convenient.

This invention relates to the field of tower crane dismantling methods, specifically a method for dismantling tower cranes used in the expansion of large factories. After the construction of the modified or expanded steel structure components is completed, the tower crane's counterweight boom is lowered onto a temporary support set up on the roof of the lower-level factory structure via a reserved passageway in the high-rise factory structure, avoiding obstruction from the high-rise structure. With the cooperation of the lifting mast and the temporary support, the boom is dismantled and transported online to the end of the factory building, where it is lifted to the ground by a truck crane. The counterweight boom is directly dismantled and lifted to the ground using a high-span overhead crane. The tower body is dismantled by its own lifting system in conjunction with the truck crane, achieving self-lowering dismantling. By employing these three separate dismantling methods, the problem of dismantling tower cranes after the factory roof is closed is solved for large factory expansions.

The application provides a damping suspended ceiling structure suitable for low-story high buildings and a mounting method thereof, and belongs to the technical field of suspended ceiling mounting. The damping suspended ceiling structure suitable for low-story high buildings comprises a facing plate, a connecting assembly, a keel, a damper and at least two hanging pieces. The bottom end of the damping connecting piece is sequentially threaded through an extrusion piece, a spring and a supporting piece and fixedly connected to the keel. The extrusion piece, the spring and the supporting piece can respectively move up and down along the axis of the damping connecting piece. When the building is subjected to the action of an earthquake, the building shakes to drive the hanging pieces, the hanging pieces connected with the supporting piece pull the supporting piece to move downward, the spring is stretched, the supporting piece is pushed to move upward, the spring is compressed, and thus the damage to the keel is avoided, the damping of the keel is realized, the dysfunction of the suspended ceiling is solved or reduced when the low-story high building is subjected to the action of an earthquake, the loss of the function of the suspended ceiling is avoided, the stable operation of the suspended ceiling is ensured, and the earthquake resistance is enhanced.

The invention relates to an advantage evaluation method for a fabricated structure technical system in the field of low-rise houses, and belongs to the technical field of fabricated buildings. The technical problem to be solved is that for selection of an existing fabricated structure technical system in the low-rise house field, a scientific and quantitative mathematical evaluation method is lacked, and accurate matching of the fabricated structure technical system and different application scene requirements cannot be achieved. According to the technical scheme, a target application scene is determined, demand weight coefficients corresponding to cost, construction period and performance are set, benchmarking products are selected to obtain related basic data, fractal dimension advantage indexes and industrialization indexes of a to-be-evaluated system are calculated, comprehensive competitive power indexes are calculated in combination with the weight coefficients, and the system is evaluated. And completing selection of the dominant technology system according to an index result.

The application discloses a kind of high solid waste utilization rate outer wall self-insulation environmental protection block and preparation method thereof, especially suitable for the outer wall structure of low-rise building in severe cold area, with high compressive strength, low thermal conductivity, excellent frost resistance and safe environmental protection characteristics, including dense outer layer, transition layer and foamed core layer, the thickness of the foamed core layer 182mm, is the main body of heat preservation, closed porosity ≥80%, thermal conductivity ≤0.085W / (m·K);The transition layer is arranged outside the foamed core layer and each thickness is 3mm, for blocking thermal bridge, interface bonding strength ≥1.2MPa, thermal resistance value ≥0.15m²·K / W;The dense outer layer is arranged outside the transition layer and the thickness is 6mm, compressive strength ≥20MPa.The application realizes compressive strength ≥10MPa, thermal conductivity ≤0.085W / (m·K), solid waste utilization rate ≥80% by polymer recycled fiber reinforcement, layered composite design and CO2 carbonization process, block is adapted to severe cold to moderate climate zone, comprehensive cost is reduced by 40% compared with traditional external insulation system, with environmental protection, safety and economic benefits.

The invention relates to the technical field of environment-friendly equipment, and discloses segmented balance-weight environment-friendly vertical descending carrying equipment which mainly comprises a carrying vertical shaft, a self-circulation conveying mechanism, a measurement braking device and a control system, and the carrying vertical shaft can be installed on the outer side of a building wall or at the designed position of a newly-built building; each floor is correspondingly provided with a feeding port communicated to the corresponding carrying vertical shaft, and a discharging port is formed in the lower tail end of each carrying vertical shaft. The self-circulation conveying mechanism is provided with a plurality of sections which are installed in the carrying vertical shaft, each section of independent self-circulation conveying mechanism conveys and receives materials from top to bottom to a discharging port for discharging, and each section of self-circulation conveying mechanism is provided with a measuring braking device. According to the invention, the problems of difficulty in timely cleaning of household garbage, difficulty in garbage classification tracking management and difficulty in sterilization control of garbage spread germs can be solved, the garbage clearance and management efficiency of ultrahigh buildings and low-rise buildings is effectively improved, the energy consumption is reduced, the equipment specification can be adjusted as required, multiple intelligent safety protection is realized, and the stable operation effect of carrying is ensured.

The utility model relates to the technical field of building accessories, in particular to an anti-floating bottom plate for a basement of a low-rise residence. The utility model provides a pile arrangement design method for an anti-floating bottom plate of a basement of a low-rise residence, and solves the technical problem of high construction cost of the bottom plate of the basement in the prior art. An anti-floating bottom plate of a basement of a low-rise residence comprises an anti-floating bottom plate body and anti-floating piles arranged on the anti-floating bottom plate body. The anti-floating pile is a prefabricated square pile; by optimizing the arrangement mode of the anti-floating piles, the number of the anti-floating piles is reasonably reduced on the premise that the anti-floating requirement of a main building is met, and therefore the purposes of improving the project progress, reducing the construction cost of a basement bottom plate and saving the project cost are achieved.

The application discloses a corner connecting piece for connecting a light steel keel composite wall, and aims to solve the problems of difficult construction, large cross-section loss and weak ability to adapt to different thickness walls of the existing connecting mode. The corner connecting piece is a three-dimensional frame structure welded together, the core components include a cold-bent thin-walled square steel pipe corner column, two cold-bent thin-walled C-shaped steel side columns separately arranged on the two sides of the corner column, a cold-bent thin-walled U-shaped steel guide rail connecting the top end and the bottom end of the corner column and the side column, and a plurality of cold-bent thin-walled square steel pipe diagonal supports arranged in the frame. The light steel keel composite wall is connected with the side column and the guide rail of the connecting piece through self-tapping screws. The application relies on the prefabricated standardized connecting piece, realizes the quick and reliable assembly between walls, especially at the corner, has high strength and good adaptability, and is especially suitable for modular low-rise light steel assembly buildings, and is consistent with the policy guidance of rural housing improvement and the development of assembly buildings in the field of construction.

The utility model provides a low-rise transportation device, which relates to the technical field of building construction, and comprises a first parallel guide rail and a second parallel guide rail, the first parallel guide rail is used for height transportation, one end is fixedly arranged on the ground, the other end is hinged with the second parallel guide rail, and the second parallel guide rail is used for transverse transportation; the conveying trolley comprises a carrying support, a guide rail support is hinged to the middle of the carrying support, a guide piece in sliding connection with the first parallel guide rail and the second parallel guide rail is arranged on the guide rail support, and a guide piece is arranged on the side, away from the guide rail support, of the carrying support. The traction rope of the traction motor is connected with the transportation trolley, the transportation trolley is pulled from the first parallel guide rail to the second parallel guide rail, high transportation and transverse transportation of materials from the ground to a lower layer are achieved, the structure is simple, installation is convenient and fast, and remarkable convenience and universality are achieved.

The invention discloses outer wall spraying construction equipment suitable for a low-rise building and a construction method. The equipment comprises a walking mechanism, a lifting mechanism, a spraying assembly and a material tank. The lifting mechanism is arranged on the walking mechanism, and the spraying assembly, the anemograph and the material tank are all arranged on the lifting mechanism. In the spraying assembly, a linear sliding module is connected with a lifting mechanism, the lower portion of a sliding base is embedded into a sliding groove of the linear sliding module, the upper portion of the sliding base is connected with a six-axis mechanical arm, a spraying gun is fixed to the six-axis mechanical arm through a spraying gun connecting piece, and a distance measuring instrument mounting frame is in bolt connection with the spraying gun connecting piece. The two laser range finders are symmetrically mounted on the range finder mounting frame with the spray gun as the center, the distance between the spray gun and the working face of the outer wall of the low-rise building can be accurately controlled through the symmetrical laser range finders and the windshield arranged on the spraying construction equipment, common window holes and non-working areas of the low-rise building can be automatically recognized, and spraying mistakes and spraying leakage are avoided.

The utility model discloses a composite foundation structure for a low-rise building, and belongs to the technical field of composite foundation structures, the composite foundation structure for the low-rise building comprises a raft plate, a plurality of ground pile assemblies and a plurality of anti-sliding walls, the ground pile assemblies and the anti-sliding walls are embedded in a foundation, and the anti-sliding walls are embedded in the raft plate. The two ends of the anti-sliding wall are connected with the adjacent ground pile assemblies respectively, and the raft is laid on the ground pile assemblies and the anti-sliding wall and connected with the ground pile assemblies and the anti-sliding wall at the same time. The composite foundation structure for the low-rise building comprises a raft plate, a plurality of ground pile assemblies and a plurality of anti-sliding walls, the ground pile assemblies and the anti-sliding walls are buried in a foundation, the two ends of each anti-sliding wall are connected with the adjacent ground pile assemblies respectively, and the raft plate is laid on the ground pile assemblies and connected with the ground pile assemblies.

The present invention provides a base-isolated high-rise building that effectively suppresses the increase in force during earthquakes that causes the whip-like motion, and enables the efficient construction of a building in which a high-rise section with a small floor area extends from a low-rise section. [Solution] A seismically isolated high-rise building is constructed including a lower floor 20 made of reinforced concrete and an upper floor 30 made of a wooden hybrid structure, wherein an intermediate seismic isolation layer 40 is interposed between the lower floor 21 and the upper floor 22 of the lower floor 20. The floor area of ​​the upper floor 30 made of a wooden hybrid structure is smaller than the floor area of ​​the lower floor 20 made of reinforced concrete, and the upper floor 30 made of a wooden hybrid structure is erected in an off-center position within the planar area of ​​the lower floor 20 made of reinforced concrete, for example, eccentrically to the west.

The invention discloses three-axis outer wall spraying construction equipment and method suitable for a low-layer cluster type building, the equipment comprises a working platform, a horizontal direction execution assembly, a spraying gun, a vertical adjusting assembly, an electric control cabinet and object carrying equipment, and the working platform is arranged to be of a vertical telescopic structure so as to drive the horizontal direction execution assembly to ascend and descend along a sprayed wall body; the horizontal execution assembly is arranged to drive the spray gun and the vertical adjusting assembly to move periodically in the X direction and the Y direction of a sprayed wall, the spray gun and the vertical adjusting assembly comprise the spray gun and the vertical adjusting assembly driving the spray gun to move periodically in the vertical direction, and the construction equipment sprays the wall through the spray gun. The carrying equipment is connected to the work platform and used for containing equipment corresponding to work of the spray gun, and the electric control cabinet is arranged on the work platform and used for controlling work of the work platform, the horizontal executing assembly, the spray gun, the vertical adjusting assembly and the carrying equipment. The method has the advantages of high safety, high spraying quality, high construction efficiency, low construction cost and the like.

The invention discloses an inter-building special-shaped overlapped steel structure corridor installation and construction method, belongs to the technical field of steel structure corridor installation and construction, and solves the problem that an existing steel structure corridor construction method is not suitable for building a multi-layer overlapped corridor. The method comprises the specific steps that a hydraulic synchronous lifting system is installed on a lifting platform; the high-rise steel structure corridor main frame and the low-rise steel structure corridor are assembled; the high-rise steel structure corridor main frame is lifted to the specified height, and part of components, not overlapped with the low-rise steel structure corridor in the vertical direction, on the high-rise steel structure corridor main frame are installed; the low-layer steel structure corridor is lifted to the specified height; and other components are mounted on the high-rise steel structure corridor main frame. According to the construction method, main splicing, welding and other work of the high-rise steel structure corridor main frame and the whole low-rise steel structure corridor are carried out on the ground, spare parts can be hoisted through a truck crane, the construction efficiency is high, and the construction quality is easy to guarantee; the high-altitude hoisting workload can be reduced to the maximum extent, and the installation construction period is shortened.

The invention discloses a safe residential building which comprises residential units, residential floors, pedestrian stairs or pedestrian stairs and vertical elevators and is characterized in that the safe residential building further comprises at least one safe floor, and the safe floors are provided with safe aisles connected with the pedestrian stairs of all the residential units or all the pedestrian stairs and the vertical elevators of the same building. The safe residential building at least comprises two residential units, and each residential unit is provided with the pedestrian stairway or the pedestrian stairway and the vertical elevator. A social functional community formed by a plurality of safe residential buildings is adopted, rain-shading and sun-shading shortcuts are arranged among part of or all the safe residential buildings, various social services can be provided by utilizing the safe floors arranged at the bottom layer or the lower layer of each safe residential building, and various necessary living requirements and social requirements of owners can be met even if the community is in a remote place.

To provide a low-rise building natural period estimation method which enables simple and accurate estimation of a natural period of a low-rise building without the need for structural calculation.SOLUTION: A low-rise building natural period estimation method for estimating a natural period of a low-rise steel-framed building 10 is provided, the method involving estimating the natural period T of the low-rise building 10 using the following estimation formula (A).SELECTED DRAWING: Figure 1

The application discloses an assembled concrete grid composite outer wall steel-concrete composite structure system, which comprises reinforced concrete and steel structure; the reinforced concrete comprises cup mouth foundation and independent foundation, special-shaped column type wall body connecting piece, assembled concrete grid composite outer wall and full-assembled floor; and the steel structure is H-shaped steel beam, floor connecting angle steel, pre-buried steel plate, high-strength bolt connecting piece, bolt nail and pre-buried steel wire rope sleeve. The application adopts the above-mentioned assembled concrete grid composite outer wall steel-concrete composite structure system, the connecting mode of the system is reasonable in stress and simple in construction, the continuity of the vertical component stress is considered, the low-rise residential structure is based on, the node connecting mode facilitating rapid construction is provided, the full dry method connection is basically realized in the construction process, the construction efficiency is greatly improved, and the construction cost is saved.

The invention discloses a multi-stage series pump set for high-rise building water supply, relates to the technical field of multi-stage series pumps, and aims to avoid overload or insufficient pressure of a single multi-stage pump through series connection of multi-stage pumps and gradual superposition of pressure, and a bend and a threaded inner groove in a series pipe can disperse pressure fluctuation to ensure that the water pressure of each floor is stable. The problems that high-layer water pressure is insufficient and low-layer water pressure is too high are solved, user experience is improved, spiral inner groove textures on the inner wall of the series pipe can guide water flow to form spiral flow, turbulence intensity is reduced, the spiral flow promotes centrifugal sedimentation of impurities, the pipeline blocking risk is reduced, the bending angle direction is consistent with the spiral flow direction, the flow state is further stabilized, and the service life is prolonged. When water flow passes through the threaded inner groove, energy is dispersed by the spiral structure, pressure mutation is reduced, the direction of the water flow at the corner is changed, inertia force is absorbed by pipeline deformation, water hammer peak pressure is reduced, and the service life of the high-rise water supply series pump set, the first stop valve, the second stop valve, the third stop valve and all the pipelines is prolonged.

The invention discloses a low-layer double-slope roof-shaped steel structure composite plate assembly type house body, and relates to the technical field of assembly type houses, the low-layer double-slope roof-shaped steel structure composite plate assembly type house body comprises house supporting legs, floor plates, wall steel columns, side wall plates, floor plates, inner gable waist beams, inner gable plates, end gable plates and roof plates, the floor block is horizontally mounted on a plane formed by the tops of the plurality of house supporting legs; the wall steel column, the side wall plate, the inner gable plate and the end gable plate are all vertically installed on the floor plate, and the floor plate is transversely erected on the waist portion of the side wall plate and connected with the wall steel column, the inner gable plate and the end gable plate; and the roof plate covers the tops of the wall steel columns, the side wall plates and the gable plates. Functional rigid components such as floors, floor slabs, side walls, gables and roofs forming the house body are all formed by adopting a composite manufacturing process of steel frames, heat preservation and sound insulation plates and cover plates, and the modular design facilitates component packaging, container transportation and rapid installation.

The invention relates to a construction method of a low-layer frame-concrete structure house, which adopts a mode of prefabricating constructional columns and can quickly perform installation and positioning construction of the constructional columns on a construction site. Then the perpendicularity and the wall thickness of the wall forming device are determined through the constructional columns subjected to position and perpendicularity correction, dry and hard concrete capable of achieving the wall pressure resistance is poured into the wall forming device in a layered mode, the load bearing wall is obtained after compression vibration compaction, and the perpendicularity and the thickness of the load bearing wall can be effectively guaranteed. By utilizing the characteristic of low slump of the dry hard concrete, the wall body forming device can be lifted or transferred to carry out subsequent wall body pouring and forming construction after a wall body with a certain height is compacted and formed by pressing and vibrating. Construction of the load bearing wall between the two constructional columns can be rapidly completed, the wall building process and the plastering process of a bricklayer are omitted, the construction efficiency of the load bearing wall is improved, and the construction cost of the load bearing wall is reduced.

The application discloses a kind of city carbon emission estimation methods based on multi-source remote sensing image, belong to city carbon emission estimation field, this method includes according to historical city night light remote sensing image data set and carbon emission data, fitting the relationship of night light intensity and carbon emission of implementation area, obtain the carbon emission basic estimation model of implementation area;Using carbon emission basic estimation model, obtain the basic carbon emission of night light remote sensing image corresponding to the city to be measured;According to night light remote sensing image of the city to be measured, the area proportion of each type building in grid unit and the area proportion of low-rise building are calculated respectively;The basic carbon emission of night light remote sensing image corresponding to the city to be measured is corrected, and the carbon emission in each grid is obtained.The present application solves the problem that the existing method cannot effectively integrate the advantages of multi-source remote sensing data, the calculation of key parameters is easily disturbed, which further restricts the reliability of carbon emission estimation result.

The application belongs to the technical field of building refrigeration, and discloses a dynamic zoning refrigeration regulation system based on floor height, which divides the regulation area in real time according to floor height and heat flow density through a dynamic density clustering zoning algorithm, corrects the influence of high-altitude air pressure on the apparent temperature in combination with a height compensation module, and generates an adaptive strategy based on a height-load bivariate model; the air convection characteristics of high-rise areas are fitted through a linear function, and the soil heat buffering effect of low-rise areas is reflected through an exponential function, so that the refrigeration parameters are accurately matched with the actual demand of each floor, and overheating or insufficient refrigeration caused by traditional unified parameter regulation is avoided; data is collected in real time through a three-in-one space-air-ground sensing network; when the regional personnel density suddenly increases or the function is switched, the system can complete temporary zoning merging and regulation parameter adjustment in a short time, and meet the intelligent operation and maintenance demand of real-time monitoring and rapid optimization in scenes such as campuses and hospitals.

A building includes load bearing walls that are able to withstand vertical loads and lateral loads. The building may be a low-rise building or a mid-rise building. The load bearing walls, as well as floor-ceiling panels, corridor panels, utility walls, and other parts of the building are pre-manufactured off-site and then installed on-site at the site of the building. The floor-ceiling panels are hung from the load bearing walls, utility walls are hung from the load bearing walls, and corridor panels are hung from the utility walls.

Onsite building construction with traditional methods tends to progress slowly due to the sequential nature of the process. With the skilled trades shortage and the need for more affordable housing, present methods cannot build enough housing to meet the demand. This invention provides a new building construction system and method by combining off-site and on- site techniques. Prefabricated cold-formed light gauge steel (LGS) wall panels finished with insulation, windows, weather barrier membranes, siding and claddings are transported and installed on-site. A composite floor system is fabricated on-site with prefabricated cold-formed LGS joists and pre-cut OSB and plywood boards. MEPs are conveniently installed through floors and walls on-site. Same floor system also acts as a flat roof. This technology could be used to construct low-rise residential, commercial, and industrial buildings at a considerably faster speed and rate than conventional methods.

The invention discloses an urban carbon emission estimation method based on a multi-source remote sensing image, and belongs to the field of urban carbon emission estimation.The method comprises the steps that according to a historical urban noctilucent remote sensing image data set and carbon emission data, a relational expression of the noctilucent intensity and the carbon emission of an implementation area is fitted; a carbon emission basic estimation model of the implementation area is obtained; obtaining the basic carbon emission corresponding to the urban noctilucent remote sensing image to be detected by using the carbon emission basic estimation model; according to the city noctilucent remote sensing image to be measured, respectively calculating the area ratio of each type of buildings and the area ratio of low-rise buildings in the grid units; and correcting the basic carbon emission corresponding to the urban noctilucent remote sensing image to be detected to obtain the carbon emission in each grid. According to the method, the problem that the reliability of a carbon emission estimation result is further restricted due to the fact that the advantages of multi-source remote sensing data cannot be effectively fused and key parameter measurement is easily interfered in an existing method is solved.

This invention pertains to tower crane installation methods, specifically a method for installing the tower boom of a tower crane used in the expansion of large factory buildings. It involves selecting the optimal location for a truck crane to lift the tower boom components onto the factory roof, taking into account the available space at the end of the factory building being renovated or expanded. From this location to the tower body installation point, a continuous temporary support is installed on the lower roof beam where the tower crane will be located. This temporary support provides support for the transportation and online assembly of the tower boom components. A lifting mast is then used in conjunction with the lifting operation to complete the installation of the tower crane's counterweight, balancing weight, and boom. This method solves the problem of conventionally assembled tower cranes being obstructed by the roof structure during lifting and positioning in enclosed factory roof areas. It completes the assembly work for tower cranes erected on the roof, reduces the difficulty of positioning large steel structure components after the factory roof is enclosed, and ensures the progress of the project construction.

The utility model provides a kind of full assembly low-level house structure system, belong to prefabricated building field, including through height concrete corner column, prefabricated concrete beam, prefabricated concrete stand and floor;Wherein, multiple through height concrete corner column is arranged at least in the room corner of house structure;Multiple prefabricated concrete beam is assembled and connected between through height concrete corner column;Multiple prefabricated concrete stand is set according to interlayer, and at least and prefabricated concrete beam hinged connection is formed swing column;Multiple floor is laid on prefabricated concrete beam.Prefabricated concrete beam is through, and prefabricated concrete stand is layered according to interlayer, and prefabricated concrete stand is formed swing column by hinged, and prefabricated concrete stand only bears axial force, does not bear bending moment, and size only needs to achieve 200mm*200mm, cannot protrude wall surface, compared with the section of 400*400 of conventional concrete column, section can be reduced, also convenient transportation and installation.

The utility model discloses a shock insulation support and relates to the technical field of building shock insulation. The support comprises a laminated structure composed of rubber layers and reinforcing plates which are alternately laminated, the reinforcing plates are engineering plastic plates, and grooves are formed in the pressure-bearing face of the support and used for anchoring after solidification with concrete. The engineering plastic plate is adopted to replace a traditional steel plate to serve as the reinforcing plate, so that the material cost and the weight of the support are reduced. Meanwhile, the groove used for anchoring after the concrete is solidified is formed in the pressure-bearing face of the support, so that embedded steel bars are omitted, the installation process is simplified, and the construction efficiency is improved. The support can be used for seismic strengthening of low-rise buildings and is suitable for the field of small buildings such as rural buildings.