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31results about How to "Avoid construction inconvenience" patented technology

Optical unit direct leading-down structure of OPPC (Optical Phase Conductor) and construction method of optical unit direct leading-down structure

The invention discloses an optical unit direct leading-down structure of an OPPC (Optical Phase Conductor) and a construction method of the optical unit direct leading-down structure. The optical unit direct leading-down structure is provided with an OPPC optical cable (1), a pre-twisted wire assembly (3), a first connection fitting (4), a second connection fitting (6), an insulator string (7) and an optical connection jumper (8) and is also provided with an optical unit leading-out connector (2). By the structure, a plastic pipe optical unit of the OPPC optical cable hung at a high altitude can be separated and directly lead down, and moreover, the structure is suitably used for the OPPC optical cable of which the plastic pipe optical unit is arranged at an arbitrary position in the OPPC optical cable. By the construction method, connection between the OPPC optical cable and the optical unit leading-out connector and connection and installation of the pre-twisted wire assembly, the first connection fitting, a remaining cable rack, the second connection fitting and the insulator string can be completed on the ground, the OPPC optical cable is pulled to a high altitude and then is connected to a cross arm of an iron tower or a telegraph pole after winding of a remaining cable segment, and finally, the plastic pipe optical unit is directly lead down. The construction method has the advantages of simplicity and convenience in construction.
Owner:林杨

Intelligent safety supervision device for construction site

ActiveCN111935456AExpand the scope of supervisionComprehensive regulatory areaTelevision system detailsMeasurement devicesEnvironmental monitoringVideo monitoring
The invention discloses an intelligent safety supervision device for a construction site, and the device comprises a bottom supporting mechanism, a site video monitoring mechanism, an environment monitoring mechanism, a display mechanism, and a power generation mechanism, and the bottom supporting mechanism comprises a pedestal and a vertical column. According to the invention, all regions of a construction site can be monitored at 360 degrees without dead angles; supervision range is large, the supervision area is comprehensive, and environmental parameters can be comprehensively monitored; the service life of the sensor is long; the later maintenance cost can be effectively reduced; people who do not wear safety helmets on a construction site can be captured; responsibility and warning are carried out on people who do not wear safety helmets on a construction site; and therefore, safe construction is promoted, the occurrence rate of accidents on a construction site is reduced, solarenergy can be used for generating power to supply power to itself, natural resources are fully utilized, the environment-friendly value is good, meanwhile, inconvenience brought to construction due tocable pulling on the construction site can be avoided, and practicability is good.
Owner:厦门安科科技有限公司

Embedded external prestress implementation system and reinforced RC column construction method thereof

ActiveCN112096108ARegulating excavationAdjust winding densityStrutsBuilding repairsPull forcePre stress
The invention discloses an embedded external prestress implementation system and a reinforced RC column construction method thereof. The embedded external prestress implementation system comprises steel strand arrangement grooves, prestress steel strands, end anchoring devices, prestress transverse tension devices, a traction line lifting device and a prestress applying device. The steel strand arrangement grooves which spirally ascend by m circles and n vertical grooves are formed in the surface of a reinforced concrete column to be reinforced. The prestress transverse tension devices are evenly distributed at the intersection points of the vertical grooves and the steel strand arrangement grooves. The traction line lifting device comprises a traction line and m traction line buckles. When the prestress applying device pulls the traction line downwards, the m traction line buckles extrude the m prestress transverse tension devices, so that m transverse tension assemblies transverselyextend, and then the prestress steel strands are transversely tensioned. By the adoption of the transverse tension mode, the expected tension effect can be achieved only by providing 1/5-1/7 of tension force during longitudinal tension. Meanwhile, anchoring is conducted firstly, then tension is conducted, end anchoring is convenient, and the anchoring difficulty is greatly lowered.
Owner:HOHAI UNIV

Construction method of pre-building supported and settled foundation on ground and fixing after pre-pressing for high-rise building with basement

The invention discloses a construction method of pre-building a supported and settled foundation on ground and fixing after pre-pressing for a high-rise building with a basement. The method comprises the following steps: constructing the whole building including the basement on the ground in advance; arranging a grid supporter at the position of a structural base plate, wherein the grid supporter is used to transfer a vertical load of the building and balance the lateral pressure of the soil around an outer wall; arranging supporting piles which extend to the ground; arranging alternate force-transferring devices capable of being lifted and temporarily fixed between the supporting piles and the grid supporter, thereby moving the building downwards completely and stably; arranging a flexible cut waterproof curtain at the position of the outer wall of the basement, thereby reducing the downward cutting resistance of the outer wall during the downward moving process of the building; when the building moves downwards to a preset position, pre-pressing the construction piles one by one by utilizing the dead load of the building and a special loading device to finish the set settling of single piles in advance; loading a non-pile supporting building in blocks and finishing the set settling in advance; after the dead load of the upper building reaches a preset value, completely descending the building to a designed height; and pouring the base plate and finishing the final fixing of the building.
Owner:CHINA CONSTR THIRD ENG BUREAU GRP CO LTD

Theaterdecorative wall construction method

The invention discloses a theaterdecorative wall construction method, and relates to the technical field of wall construction. By adopting the theaterdecorative wall construction method, the problemsare solved that according to the prior art, it is not easy to attach veneer to a multi-curved surface, and after the veneer is mounted, the impression effect is poor. According to the technical scheme, the theaterdecorative wall construction method includes the steps that S1, a GRG plate is prepared; S2, the veneer is cut, wherein S21, a thin film sampleof which the area is equal to the area of the curved surface of the GRG plate is cut along the edge of the GRG plate, and S22, according to the thin film sample, veneer plates for being assembled are cut; S3, the GRG plate is mounted, wherein S31, a wall keel is mounted and the GRG plate is preliminarily fixed, and S32, concrete is poured at the wall keelto form a wall connected with the GRG plate; S4, the veneer plates are mounted, whereinS41, the GRG plate is uniformly glued, and S42, the veneer plates are subjected to hot pressing and flat attached to the GRG plate; S5, the decorative wall is repaired and maintained, wherein S51, glue brushing is conducted to repair seams after the veneer plates are assembled, S52, a rolling brush is handheld to flatten the surfaces of the veneer plates, and S53, paint spraying is conducted. Inthis way, the purposes are achieved that the veneer is conveniently attached to the multi-curved wall surface, and the impression quality of the veneer can be ensured.
Owner:浙江大丰建筑装饰工程有限公司

Prefabricated concrete shear wall panel connecting method employing prestressed steel strand for vertical connection

The invention relates to a prefabricated concrete shear wall panel connecting method employing prestressed steel strand for vertical connection. The prefabricated concrete shear wall panel connectingmethod employing prestressed steel strand for vertical connection comprises the following steps that a layer of cement mortar for bonding is laid on the floor surface where a wall is about to be mounted, and then the wall is placed in the mounting position in position; a rope is used for being placed from the top of a full-length grouting hole, at an opening, the rope is connected to the end of the reserved steel strand; the steel strand is pulled out of the top of the full-length grouting hole, then the steel strand is enabled to penetrate through a hole in the middle of an anchor plate, a small tensioning jack is used for jacking the anchor plate, and the steel strand is stretched and drawn; after the design elongation is reached, the clamping piece is inserted into a gap between the anchor plate hole and the steel strand for anchoring steel strands, and then the opening in the bottom of the full-length grouting hole is closed, and the cement mortar is injected into the full-length grouting hole until the full-length grouting hole is filled with the cement mortar totally. The vertical connection problem of the prefabricated concrete shear wall panels can be effectively solved.
Owner:HUA HUI ENGINEERING DESIGN GROUP CO LTD +1

Quick threading method by negative pressure

The invention provides a quick threading method by negative pressure. One end of a pre-wire-embedding pipe is connected with a diameter-variable pipe and an air channel in sequence; the cable end of a to-be-threaded cable is connected with a high-elastic and air-tight sponge sphere; one end with the sponge sphere of the cable is placed in the interior of one end, different from one end connected with the diameter-variable pipe, of the pre-wire-embedding pipe; a negative pressure source is started, and the sponge sphere and the cable connected therewith are inhaled to one end, connected with the diameter-variable pipe, of the pre-wire-embedding pipe through suction force, wherein the end plane at one end with a small diameter of the diameter-variable pipe props against the sponge sphere; and the diameter-variable pipe is separated from the pre-wire-embedding pipe, and the cable is drawn out. By creatively adopting the mechanical operation, the method is easy in material taking, simple in operation, quick and convenient, and capable of lowering construction workload; compared with the conventional method, the working efficiency is improved by at least three times; and steel wire traction is not adopted in the whole construction process, so that the operating process of steel wire threading is reduced, and inconvenience brought to construction caused by steel wire cracking can be avoided.
Owner:MCC TIANGONG GROUP

Construction method of inner mold support system for super large wind tunnel diffusion section

The invention belongs to the technical field of wind tunnel construction methods, andparticularly relates to a construction method of an inner mold support system for a super large wind tunnel diffusion section.Theconstruction method of the inner mold support system for the super large wind tunnel diffusion sectioncomprises the following steps that A, an inner steel cylinder formwork and a profile steel structure support frameare structurally designed and subjected to consigned machining; B, the inner steel cylinder formwork and the profile steel structure support frame are machined, pass an examination, and are transported to a construction site, a project department organizes material acceptance, and data such as the size,flatness, curvature, and chord length of each formwork are rechecked one by one according to two-dimensional code data to ensure that the design requirements are met; C, on-site positioning and line dropping of each cross section of the inner steel cylinder formwork are conducted; and D, positioning and mounting of the inner steel cylinder formwork and the profile steel structure support frame are conducted.According to the construction method of the inner mold support system for the super large wind tunnel diffusion section, the construction problem of the super large wind tunnel circular-to-square diffusion section iseffectively solved,with the method, the internal mold support system which meets the construction accuracy requirements can be built, and smooth completion of the construction is ensured.
Owner:CONSTR DEV OF CHINA CONSTR SIXTH ENG DIV +1

Construction method of pre-building supported and settled foundation on ground and fixing after pre-pressing for high-rise building with basement

The invention discloses a construction method of pre-building a supported and settled foundation on ground and fixing after pre-pressing for a high-rise building with a basement. The method comprises the following steps: constructing the whole building including the basement on the ground in advance; arranging a grid supporter at the position of a structural base plate, wherein the grid supporter is used to transfer a vertical load of the building and balance the lateral pressure of the soil around an outer wall; arranging supporting piles which extend to the ground; arranging alternate force-transferring devices capable of being lifted and temporarily fixed between the supporting piles and the grid supporter, thereby moving the building downwards completely and stably; arranging a flexible cut waterproof curtain at the position of the outer wall of the basement, thereby reducing the downward cutting resistance of the outer wall during the downward moving process of the building; when the building moves downwards to a preset position, pre-pressing the construction piles one by one by utilizing the dead load of the building and a special loading device to finish the set settling of single piles in advance; loading a non-pile supporting building in blocks and finishing the set settling in advance; after the dead load of the upper building reaches a preset value, completely descending the building to a designed height; and pouring the base plate and finishing the final fixing of the building.
Owner:CHINA CONSTR THIRD ENG BUREAU GRP CO LTD

An embedded external prestressing implementation system and its construction method for strengthening RC columns

ActiveCN112096108BRegulating excavationAdjust winding densityStrutsBuilding repairsPre stressArchitectural engineering
The invention discloses an embedded external prestressing implementation system and a construction method for strengthening RC columns, which include steel strand laying grooves, prestressed steel strands, end anchoring devices, prestressed transverse stretching devices, traction line lifting devices and Prestressing device. The surface of the reinforced concrete column to be reinforced is opened in the form of m coiled helical strand routing trough and n vertical grooves; prestressed horizontal tensioning devices are arranged at the intersection of the vertical grooves and the steel strand laying grooves; the pulling wire lifting device includes pulling wires and m a traction line buckle; when the prestressing device pulls the traction line downward, m A pull wire clip will squeeze m A prestressed transverse tension device, so that m A transverse tensioning component is stretched transversely, thereby making the prestressed steel strand transversely stretched. The present invention adopts the way of transverse stretching, and only needs to provide 1 / 5~1 / 7 of the stretching force during longitudinal stretching to achieve the expected stretching effect. At the same time, it adopts anchoring first and then tensioning, which facilitates anchoring at the end and greatly reduces the difficulty of anchoring.
Owner:HOHAI UNIV

A construction method for a theater decorative wall

The invention discloses a theaterdecorative wall construction method, and relates to the technical field of wall construction. By adopting the theaterdecorative wall construction method, the problemsare solved that according to the prior art, it is not easy to attach veneer to a multi-curved surface, and after the veneer is mounted, the impression effect is poor. According to the technical scheme, the theaterdecorative wall construction method includes the steps that S1, a GRG plate is prepared; S2, the veneer is cut, wherein S21, a thin film sampleof which the area is equal to the area of the curved surface of the GRG plate is cut along the edge of the GRG plate, and S22, according to the thin film sample, veneer plates for being assembled are cut; S3, the GRG plate is mounted, wherein S31, a wall keel is mounted and the GRG plate is preliminarily fixed, and S32, concrete is poured at the wall keelto form a wall connected with the GRG plate; S4, the veneer plates are mounted, whereinS41, the GRG plate is uniformly glued, and S42, the veneer plates are subjected to hot pressing and flat attached to the GRG plate; S5, the decorative wall is repaired and maintained, wherein S51, glue brushing is conducted to repair seams after the veneer plates are assembled, S52, a rolling brush is handheld to flatten the surfaces of the veneer plates, and S53, paint spraying is conducted. Inthis way, the purposes are achieved that the veneer is conveniently attached to the multi-curved wall surface, and the impression quality of the veneer can be ensured.
Owner:浙江大丰建筑装饰工程有限公司

Power device and drilling and grinding tool

The invention provides a power device and a drilling and grinding tool, the power device comprises a driving shaft assembly, the driving shaft assembly is provided with a circulation channel and a plurality of circulation holes, the first end of each circulation hole is communicated with the circulation channel, and the second end of each circulation hole extends to the peripheral wall of the driving shaft assembly; the second end of each circulation hole deviates from a preset angle relative to a corresponding preset radial line in the circumferential direction of the driving shaft assembly; the outer side of the driving shaft assembly is sleeved with the outer shell part, and the outer shell part and the driving shaft assembly are arranged at intervals; liquid entering the circulation channel flows out through the multiple circulation holes so as to generate driving force on the shell part or the driving shaft assembly, then one of the driving shaft assembly and the shell part is of a stator structure, the other one of the driving shaft assembly and the shell part is of a rotor structure, and the rotor structure is used for being connected with a drilling and grinding device or a flushing device. The power device solves the problem that a driving mode adopted by a drilling and grinding tool in the prior art is inconvenient to construct.
Owner:JEREH ENERGY SERVICES

Cleaning device for deep pile core soil of prefabricated pipe pile

The invention relates to the technical field of prefabricated pipe piles, in particular to a cleaning device for deep pile core soil of a prefabricated pipe pile. Comprising a hoisting mechanism, a digging mechanism and a suction mechanism, the hoisting mechanism comprises a mounting bottom plate, a mounting frame is arranged on the mounting bottom plate, a first rotating shaft is arranged at the upper end of the mounting frame, a winding reel is arranged in the middle of the first rotating shaft, at least two sets of inhaul cables are wound around the winding reel, and a first motor used for rotating the first rotating shaft is arranged at one end of the mounting frame. The digging mechanism comprises a hanging plate matched with the pipe diameter of the prefabricated pipe pile, one ends of the two sets of inhaul cables are symmetrically fixed to the hanging plate, a mounting base is arranged on the hanging plate, a second motor is arranged on the mounting base, and a second rotating shaft with one end fixedly connected with the second motor is arranged at the output end of the second motor. According to the technical scheme, the problems that in the prior art, pile core soil in the deep position of a prefabricated pipe pile is difficult to remove through a pipe pile hole cleaning machine, and the pile core soil in the deep position of the prefabricated pipe pile is difficult to remove are solved.
Owner:XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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