390 results about "Purlin" patented technology

The utility model relates to photovoltaic support technical field, concretely is a kind of photovoltaic support roof waterproof type fixed buckle, it includes: purlin, the top surface of purlin is equipped with C-shaped frame, the top surface of C-shaped frame is equipped with photovoltaic board;Clasp structure is installed on the purlin, the clasp structure includes U-shaped frame, the bottom end outside of purlin is sleeved in U-shaped frame, the upper end of U-shaped frame is equipped with L-shaped clamping slot, the inside top surface of U-shaped frame is integrally formed with positioning ring, the outside of positioning ring is equipped with corrugated rubber sleeve.The utility model sets up corrugated rubber sleeve and metal sleeve, can be set in the outside of abutting bolt, and the upper end of corrugated rubber sleeve abuts to the bottom surface of purlin, rainwater on the surface of purlin cannot drip to the outside of abutting bolt and U-shaped frame junction, can make between abutting bolt and U-shaped frame keep smooth, prolong the service life of clasp structure, guarantee the dismounting convenience of clasp structure.

The utility model belongs to the technical field of greenhouse building structures, and particularly relates to a greenhouse wind-resistant building steel structure which comprises a greenhouse foundation, a main steel frame column is installed at the upper end of the greenhouse foundation through bolts, a main steel frame beam is installed on the back face of the main steel frame column through bolts, and an end wall purline is welded to the front face of the main steel frame column. A wind-resistant stand column is installed at the upper end of the greenhouse foundation through a bolt, and the wind-resistant stand column is connected with an end wall purline in a welded mode or in a bolted mode. According to the scheme, through cooperative use of the wind-resistant stand columns, the horizontal pressure beams, the inclined horizontal pull rods and other structures, the stability of the whole structure is enhanced, the wind-resistant capacity of the multi-span greenhouse end wall is effectively improved, safe use of the greenhouse under the severe weather condition is guaranteed, sunlight shielding is reduced through the small end wall purline section, and the service life of the greenhouse is prolonged. The lighting amount of the greenhouse is increased, more sufficient lighting conditions are provided for growth of crops in the greenhouse, and the yield and quality of the crops are improved.

The utility model provides a prestress-adjustable web member for supporting a foundation pit string truss, the bottom of the web member is provided with a movable head, and the left side and the right side between a movable end and a fixed end of the movable head are respectively provided with a jack; the bottom of the jack is fixed to the base of the fixed end, and a piston rod of the jack abuts against the surface of the bottom plate of the movable end. The jack is installed on the adjustable head at the bottom of the web member, the elongation of the adjustable head is adjusted through the jack, and therefore adjustment of prestress can be achieved in the installation stage or the use stage, and effective supporting is provided for the foundation pit enclosing purlin. Furthermore, the base and the bottom plate are connected through a locking mechanism. After the jack is pressurized, locking and pressure maintaining are conducted through the locking mechanism, the jack can be removed after pressure maintaining, operation is convenient and accurate, and the pressure is controllable.

The invention relates to the technical field of ocean engineering, and discloses a special-shaped steel pipe pile combined structure for complex seabed terrains, which comprises a plurality of steel pipe pile bodies and a seabed detector, and lock catch connecting mechanisms are arranged on the side surfaces of the plurality of steel pipe pile bodies; the lock catch connecting mechanisms are used for connecting and locking every two of the multiple steel pipe pile bodies, purlin frames are arranged on the inner sides of the multiple steel pipe pile bodies, a detection system is arranged in the seabed detector, and the detection system comprises a multi-beam sounding module used for obtaining three-dimensional topographic data of the seabed; the acoustic disturbance transmitting module is used for transmitting an acoustic disturbance pulse to a target point of the seabed; and the tracking imaging sonar module is used for collecting a seabed dynamic response image sequence triggered by the acoustic disturbance pulse. According to the method, in-situ fine investigation and structure differentiation design are combined, engineering materials are distributed according to needs, and on the premise that the structure safety is guaranteed, the engineering cost is reduced, and the construction efficiency is improved.

The utility model relates to an anti-overturning structure of a steel cofferdam, the steel cofferdam comprises cofferdam piles, enclosing purlins are arranged on the inner walls of the cofferdam piles, anti-overturning piles are inserted into the inner sides and the outer sides of a plurality of cofferdam piles at certain intervals, and the insertion depth of the anti-overturning piles is larger than that of the cofferdam piles. The upper ends of the anti-overturning piles are higher than the top elevation of the cofferdam pile, the anti-overturning piles on the inner side are tightly attached to surrounding purlins on the inner wall of the cofferdam pile, a certain distance is formed between the anti-overturning piles on the outer side and the cofferdam pile, and the upper ends of the two opposite anti-overturning piles on the inner side and the outer side of the cofferdam pile are tensioned through a pull rod. The whole anti-overturning performance of the cofferdam can be guaranteed under the condition that the cofferdam piles cannot reach the designed buried depth.

The utility model relates to the technical field of glass fiber reinforced plastic purline manufacturing, in particular to a glass fiber reinforced plastic purline forming device which comprises a bearing frame, a driving assembly, a stamping plate, a pop-up assembly, a limiting assembly, sliding frames and a releasing assembly, and the number of the sliding frames corresponds to that of sliding plates. The action ensures that the pop-up plate is in a stable downward pressing state in the stamping process, the stability of the stamping process can be ensured, the stamping plate moves upwards, firstly, contact between the supporting rod and the sliding column is released, a first spring has upward elastic force, but the sliding column is still clamped by the baffle, so that the pop-up plate is still in the downward pressing state; the situation that the pop-up plate acts too early when the stamping plate is not completely separated from a formed product is avoided, after the supporting rod ascends to a certain distance, the transverse rod relieves limitation on the release assembly, the release assembly releases the sliding column, the pop-up plate is pushed to pop up upwards, and the formed glass fiber reinforced plastic purline is ejected out of the stamping groove.

The invention discloses a drainage system for a large-span arc-shaped metal roof of a coal shed and a construction method.The drainage system comprises a buttress, a top plate is arranged at the top of the buttress through a main purline, the main purline is obliquely arranged, the bottom end of the main purline is close to the buttress, and a triangular supporting frame is fixed to the outer side of the buttress; the surface of the triangular supporting frame is provided with a water diversion ditch, and the water diversion ditch is provided with a communicating groove corresponding to the top plate. The inner bottom surface of the gutter is inclined, the lower end of the inclined surface is far away from the buttress, and one end of the gutter is provided with an inclined panel extending downwards. The large-span roof drainage device has the advantages that rainwater is guided to the diversion ditches on the triangular supporting frame through the slope of the roof, the main diversion pipe and the secondary diversion pipe are connected with the main diversion holes and the secondary diversion holes in the diversion ditches respectively, graded collection and efficient diversion of the rainwater are achieved, smooth drainage of a large-span roof is guaranteed, and accumulated water is reduced.

The utility model discloses a modularized steel enclosing purlin assembly convenient to quickly install, which comprises a steel sheet pile, a plurality of steel enclosing purlins and a plurality of steel enclosing purlins, the I-shaped steel enclosing purlins are transversely arranged on the inner sides of the steel sheet piles; the steel support is horizontally arranged between the I-shaped steel enclosing purlins, the steel support comprises a fixed head, a movable head and a supporting column, and the supporting column is arranged between the fixed head and the movable head; the bearing plate is clamped and fixed on the I-shaped steel enclosing purlin in a U shape and is used for bearing the steel support; rectangular mounting plates are arranged at the end of the fixed head and the end of the movable head, a U-shaped sliding rail is arranged on the bearing plate, an opening of the sliding rail faces upwards, and the mounting plates can be embedded in the sliding rail in a sliding mode. According to the steel enclosing purlin assembly, the bearing plates fixed in a clamped mode are arranged, the bearing plates are used for bearing the steel supports, rapid positioning and connection between the I-shaped steel enclosing purlins and the steel supports are achieved, and the construction convenience and the use efficiency of the whole steel enclosing purlin assembly are improved.

The invention relates to the technical field of civil engineering foundation pit supporting, in particular to a hoisting method for a large steel structure in semi-cover excavation construction of a subway station. Comprising an open excavation area and a cover excavation area; the steel structure is conveyed into the foundation pit from the open excavation area through a crane and conveyed to the cover excavation area from the interval area between the middle pile bodies; the position of the walking vehicle is adjusted, and the height of the carrier roller frame is adjusted through the lifting mechanism to correspond to the position of the conveyed steel structure; after the steel structure penetrates through a steel rope ring connected with the first electric hoist, the steel structure is conveyed to the small trailer, and the left end of the steel structure is located on the left side of the small trailer; the small trailer carries the steel structure to walk leftwards for a certain distance and is lifted by the steel rope ring connected with the electric hoist, and the small trailer and the steel structure jointly convey the steel structure to the steel enclosing purlin and are manually connected; after the steel structure in the area is installed, the walking beam is started to move forwards along the hanger rail, and the chain drives the walking vehicle to move to the next construction position at the same time. The method is simple in process, convenient to operate, high in construction efficiency and small in resource waste.

The application relates to a super column pouring formwork system and a construction method, and belongs to the field of concrete building construction, which comprises a formwork, a reinforcing framework and a supporting surrounding purlin, the formwork is located on one side of the reinforcing framework, further comprises a tension screw rod, the reinforcing framework comprises a steel column cylinder, the supporting surrounding purlin is located on the side of the formwork away from the reinforcing framework, one end of the tension screw rod is connected with the steel column cylinder, the other end penetrates through the formwork and the supporting surrounding purlin and is threadedly connected with a tension nut, and the tension nut is in abutment with the side of the supporting surrounding purlin away from the reinforcing framework. In the concrete pouring process, the tension screw rod is connected with the reinforcing framework, the length requirement of the tension screw rod is reduced, the material consumption is low, and the effect of reducing the material cost is achieved.

This invention relates to a purlin connection structure, comprising a support column, a shaped purlin, supports, and purlin brackets. The supports are located at both ends of the shaped purlins. Adjacent shaped purlins and supports are connected to each other via purlin brackets. The connection point of adjacent shaped purlins is located on the support column. The shaped purlin has a G-shaped cross-section. The shaped purlin of this invention is G-shaped, and the shaped purlin and support fit together. After welding, they form a rectangular closed cross-section at the connection point, giving the connection point better torsional stiffness and overall load-bearing capacity, and increasing the cross-sectional strength.

The invention discloses a purline lateral displacement detection device, and relates to the field of purline detection. The clamping mechanism comprises a plurality of containing frames arranged in the width direction of the supporting frame at intervals, the two ends of each containing frame are rotationally installed on the supporting frame, a through part is arranged at the bottom of each containing frame, a sliding plate moving in the length direction of each through part is arranged in each through part, and supporting plates are detachably arranged at one end of each sliding plate and one end of each containing frame and used for being connected with a purline. Limiting plates moving in the width direction of the containing frame are arranged on the two sides of the containing frame and used for limiting the side edges of the purlins. The pressure applying mechanism comprises a plurality of top frames which are located above the containing frame and coaxially and rotationally arranged, a plurality of first linear mechanisms moving in the length direction of the top frames are arranged on the top frames, the moving direction of the moving ends of the first linear mechanisms is perpendicular to the rotating axis of the top frames, and the moving ends are provided with pressing blocks used for applying pressure to the purlins in the side direction. The purlines with different deflection angles can be loaded and detected, and the detection accuracy is ensured while the tool cost is reduced.

This invention belongs to the field of building engineering quality inspection technology, and discloses a defect detection method for aluminum-magnesium-manganese metal roofs. This method is designed for phased construction and acceptance scenarios of metal roofs. Based on the design documents, it establishes inspection benchmarks such as panel type parameters, vertical joint parameters, purlin axis parameters, fixing seat arrangement parameters, moisture-proof layer overlap parameters, and insulation layer laying parameters. It integrates exposed base images during the construction phase, visible light images and infrared temperature images or elevation data during the sealing phase, and completes registration mapping, measured parameter extraction, abnormal area projection overlap analysis, and consistency verification under a unified roof coordinate system, realizing traceable output of defect type, defect coordinates, and defect level.

The invention provides a steel sheet pile cofferdam structure, which belongs to the field of cofferdam buildings, and comprises a plurality of steel sheet pile bodies which can be spliced with one another; the multiple steel sheet pile bodies are driven into the deep bottom of a river channel through a pile driver, and every two adjacent steel sheet pile bodies are connected in an inserted mode. The multiple steel sheet pile bodies are matched with the corner pieces to jointly define a rectangular cofferdam. The corner pieces are located at the four corners of the rectangular cofferdam. A plurality of rectangular enclosing purlin assemblies which are arranged from top to bottom are arranged on the inner wall of the rectangular cofferdam, a plurality of supporting assemblies are evenly arranged in the enclosing purlin assemblies, and the supporting assemblies abut against and are matched with the inner wall of the rectangular cofferdam; the supporting assemblies in one-to-one correspondence in the enclosing purlin assemblies from top to bottom are jointly and fixedly connected through cooperation of bolt rods and nuts. By means of the three-point supporting design, the adjustable assembly and the modular linkage structure, the problems of insufficient supporting strength, poor deformation adaptability and overall stability of the deep excavation cofferdam are solved in a targeted mode, and the construction safety and the structural reliability are remarkably improved.

The utility model relates to a large-area suspended ceiling structure which comprises a structural purline and a corrugated steel bottom plate fixedly connected to the bottom of the structural purline, and further comprises a hot galvanizing rectangular pipe arranged at the bottom of the corrugated steel bottom plate, and two steel trusses arranged at the bottom of the corrugated steel bottom plate. The two steel trusses are fixedly connected to the bottom of the corrugated steel bottom plate and located at the two ends of the hot galvanizing rectangular pipe, the two glass skylights are fixedly connected to the two ends of the top of the structural purline respectively, and the high diffuse reflection aluminum strip plate is movably connected between the two steel trusses and located below the hot galvanizing rectangular pipe. According to the ceiling structure, the stability of the ceiling structure is ensured, the risks of deformation, droop and falling off are reduced, natural light is introduced through the glass skylight, the indoor lighting effect is enhanced, the natural light and lamplight are reflected through the diffuse reflection aluminum strip plate, the ceiling structure is firm and stable through the overall design, the good lighting effect is achieved, and the ceiling structure is suitable for being popularized and used. The device is especially suitable for large-area indoor space.

The invention discloses a supporting and balancing device for emergency repair of double-row large-diameter deeply-buried pipelines and a construction method thereof, the device comprises a supporting system and an enclosure structure, the supporting system comprises steel supports, steel inclined struts and steel enclosing purlins, and the enclosure structure comprises steel sheet piles, triangular supports and guide supports. The steel sheet piles sink into soil bodies on the two sides of a pipeline through the guide supports and are tightly attached to the open caisson, the steel enclosing purlins are fixed to the inner sides of the steel sheet piles through the triangular supports, the steel supports are longitudinally fixed between the two steel enclosing purlins, and the steel inclined struts are obliquely arranged between the open caisson and the steel enclosing purlins to form a triangular stable system. According to the construction method, device installation, foundation pit excavation, pipeline repairing and dismantling backfilling are completed according to preset steps. The stability and the supporting capacity of the foundation pit are greatly improved, the method is suitable for large-diameter deeply-buried pipeline emergency repair scenes, construction is efficient and convenient, safety accidents can be effectively avoided, and practicability is high.

The utility model relates to the technical field of foundation pit support construction, especially to a steel enclosing purlin and support structure gap filling device, it includes mounting bracket and formwork, mounting bracket includes two mounting plates that are symmetrically arranged up and down, and the steel enclosing purlin is located between two mounting plates up and down, and the left and right sides of steel enclosing purlin are respectively vertically provided with connecting screw rod, and the end of connecting screw rod is provided with mounting plate and is fixed through connecting nut, the formwork is set up on the connecting screw rod close to work method stake, the formwork is located between the bottom surface of steel enclosing purlin and the top surface of the mounting plate below, and the shape of formwork is adapted to the shape of the area enclosed by two adjacent work method stakes. The mounting bracket is used for fixing the formwork, the formwork is used as the bottom mould when pouring concrete, the outer wall of work method stake and the outer wall of steel enclosing purlin are used as the side mould when pouring concrete, and then concrete can be poured into the area enclosed by the bottom mould and the side mould, the device can improve construction efficiency and reduce construction cost while completing the pouring of filling concrete.

The utility model relates to a stainless steel roof panel mounting structure, which is used for mounting a stainless steel roof panel on a roof purline and comprises a fixed support and a sliding support. The edge of a plate body, located in a high slope area, of the stainless steel roof plate is fixedly connected with the roof purline through the fixing support; the bottom of a plate body, located in a low slope area, of the stainless steel roof plate is in sliding connection with the roof purline through the sliding support. The sliding direction provided by the sliding support is the same as the inclination direction of the board body of the stainless steel roof board; the fixed support is arranged to achieve fixation of the stainless steel roof board high-slope area board body and the roof purline, and meanwhile the sliding support is arranged to achieve sliding connection of the stainless steel roof board outside the stainless steel roof board high-slope area board body and the roof purline. Longitudinal stretching caused by temperature stress release is adapted through sliding of the stainless steel roof panel relative to the roof purline, and therefore abrasion of the stainless steel roof panel is avoided.

The utility model discloses a purline combination reinforcing structure. The purline combination reinforcing structure comprises two or more than two spans of simply supported C-shaped purlines, a pair of C-shaped reinforcing plates arranged up and down is arranged on the inner sides of every two adjacent sections of simply-supported C-shaped purlines, the pair of C-shaped reinforcing plates and the simply-supported C-shaped purlines are fixedly connected in a detachable mode, and the two adjacent sections of simply-supported C-shaped purlines are reinforced into continuous purlines through the pair of C-shaped reinforcing plates. A guide shaft is arranged between the adjacent side walls of the pair of C-shaped reinforcing plates, a first bolt in threaded connection with the C-shaped reinforcing plate at the lower end is arranged on the upper side wall of the C-shaped reinforcing plate at the lower end, and the C-shaped reinforcing plate at the upper end can be driven to move upwards along the guide shaft by rotating the first bolt upwards. According to the utility model, the bearing capacity is improved, the load requirement of a newly-added project is met, single-person operation under the high-altitude operation environment is realized, manpower is liberated, and the operation efficiency and the safety are remarkably improved at the same time.

This utility model discloses a horizontal assembly, a photovoltaic structure, and a roof power generation system. The roof power generation system includes a roof layer, purlins, main drainage channels, a photovoltaic structure, and a fastening structure. The roof layer slopes downwards along its length and is parallel to the slope. Purlins are laid on the roof layer, and several rows of main drainage channels are set on the purlins. Brackets are set on the main drainage channels, and the two ends of the brackets are connected to the main drainage channels through the fastening structure. The beneficial effects of this utility model are: the roof power generation system forms a good water-blocking effect due to the overlapping of the upper and lower frames of each row of photovoltaic panels and the sealing effect of sealant or soft rubber strips; even if the sealing effect fails, water can still drain from the auxiliary drainage channels; and each row of photovoltaic panels is spliced ​​together by a longitudinal assembly, and corresponding main drainage channels are set at the bottom, so that the photovoltaic panels are not only installed stably, but also have water-blocking and drainage functions, effectively enhancing the anti-leakage function of the roof layer.

The application discloses a purlin cutting device, and particularly relates to the technical field of cutting devices, which comprises a base, a plurality of self-walking cutting assemblies are arranged on one side of the base, the self-walking cutting assembly comprises a sliding plate which is arranged on the base and is adjustable in position, and a connecting frame is arranged on one end of the sliding plate and is fixed through bolts. The driving motor drives the cutting disc to rotate to realize the function of cutting the purlin. In the process of cutting, the position of the device is adjusted through the friction between the pulley and the purlin. The purlin can be cut while being displaced. The pulley can rotate and rub against the purlin to realize the function of walking on the purlin, which facilitates cutting treatment of different positions of the purlin. The supporting frame can be adjusted in angle on the horizontal plate through the center column. The supporting frame can be adjusted in angle through the center column to adapt to the arc of the purlin. The pulley and the cutting disc can be closely attached to the purlin to ensure the cutting precision of the purlin.

A system for assembling continuous overlapping purlins into position upon a plurality of roof beams without having to remove fasteners securing a first installed purlin into position. The system includes a purlin clip with a lower flange and an upper flange. The second purlin overlapping the first purlin, the first and second purlins each comprising first and second longitudinally disposed ends and at least one keyhole disposed within each longitudinally disposed end. The purlin clip is mounted with fasteners to a roof beam proximate the second end of the first purlin and a primary fastener is passed through the at least one keyhole of the first purlin into the secondary fastener, wherein the primary fastener is not fully received into the secondary fastener and remains available for hanging thereon of the keyhole in the first end of the second purlin.

The utility model discloses a hanging type aluminum veneer curtain wall hanging piece, which relates to the technical field of aluminum veneer installation, and comprises a hanging piece for fixing an aluminum veneer, the hanging piece is provided with at least one fixing piece, and the outer side of the fixing piece is buckled with a buckling piece; when the aluminum veneer is hung and installed, the two fixing pieces are arranged on the two sides of the aluminum veneer and fixed through bolts, and then the two buckling pieces and the fixing pieces are buckled and fixed. Due to the fact that the two T-shaped columns are arranged at the lower end of the hanging block, the hanging block is buckled and fixed between the two buckling pieces through the T-shaped columns, and then the two buckling pieces are locked and fixed through the opposite-penetrating bolts. When aluminum veneers form a curtain wall, the aluminum veneers need to be stacked up and down and left and right; the fixing piece is fixed to the aluminum single plate through the bolt, then the lower end of the buckle piece is clamped and fixed to the fixing piece, and then the opposite-penetrating bolt penetrates through the aluminum single plate and then is fixed to the hanging block; and finally, the fixing screw rod is locked and connected with a purline or a fixing plate which is fixed on the wall body, so that the splicing of the aluminum veneer curtain wall can be realized.

The utility model discloses a kind of corrosion-resistant profiled steel plate locking systems, including corrosion-resistant roof panel, the both ends of corrosion-resistant roof panel are respectively provided with turn-up one and turn-up two, the turn-up one between the adjacent two corrosion-resistant roof panel and the turn-up two is equipped with several aluminum profile supports, the connecting place of turn-up one, turn-up two and the aluminum profile support is fixed by windproof clip assembly, the bottom end of aluminum profile support is fixedly connected with roof purlin.The utility model is fixed on aluminum profile support by windproof clip assembly through corresponding turn-up at the both ends of corrosion-resistant roof panel in adjacent roof, so that the fixing of roof can be realized without nailing on roof panel, improve the problem of poor roof waterproofness caused by punching, have very big practical value.

The present application relates to the field of container for flowable solid particles, in particular to a kind of coal pit spherical net rack intermediate framework starting construction method.A kind of coal pit spherical net rack intermediate framework starting construction method, the net rack includes support, spherical net rack, roof purlin, support, tie rod and color steel plate, including S1.Lifting site processing;Its characterized in that: still include the following steps: S2.Support installation;S3.Assembled four-unit straight section installation;S4.Arc section installation;S5.Another side four-unit straight section installation;S6.Two sides longitudinal diffusion installation;S7.Gable closure installation;S8.Roof panel installation;S9.Steel structure painting.The present application is convenient for construction, safe and efficient.

The utility model provides a rainproof device for a metal roof, which relates to the technical field of metal roofs and comprises an expansion joint arranged on the metal roof; heat preservation cotton is arranged in the expansion joint; the inner closing edge is arranged on the metal roof and located at the lower end of the expansion joint; the outer cover plate is arranged on the metal roof and located at the upper end of the expansion joint; the two sides of the outer cover plate are fixedly connected with the metal roof through lining purlins. The rainwater-proof window can effectively prevent outdoor rainwater from entering a room.

The utility model discloses a slidable BIPV roof, which comprises a metal roof board and a photovoltaic assembly arranged on the metal roof board, the metal roof board is provided with a middle support plate rib and an edge support rib, the middle support plate rib and the edge support rib are respectively connected with a fixed seat fixed on a purline in a buckling way, a support platform is formed at the position close to the edge support rib, and the support platform is connected with the photovoltaic assembly. The photovoltaic assembly is a double-glass frameless photovoltaic assembly, the edges of the two sides of the photovoltaic assembly are in lap joint with the supporting platform, the photovoltaic assembly and the supporting platform are fixedly connected through glue, and the lower end face of the photovoltaic assembly is in lap joint with the upper end face of the middle supporting plate rib. The two ends of the photovoltaic assembly are fixedly connected with the middle supporting plate ribs on the metal roof plate through middle supporting clamps respectively. According to the utility model, the photovoltaic module and the metal roof panel are combined, and the combined metal roof panel can support the photovoltaic module well and can be treaded by a person without reserving an operation and maintenance channel, so that the cost of the operation and maintenance channel is saved, and the installed capacity can be improved by more than 20%.

The invention relates to the technical field of civil engineering, in particular to a steel sheet pile supporting device. The steel sheet pile supporting device comprises a pile plate body, an enclosing purlin assembly and a steel pipe support, and the pile plate body is fixedly connected with the enclosing purlin assembly through a hanging piece; the enclosing purlin assembly comprises a front plate, a rear plate and I-shaped steel, the front plate and the rear plate are connected through at least two sets of first bolts, and the length of the first bolts is larger than the distance between the front plate and the rear plate. The I-shaped steel is inserted between the front plate and the rear plate, and the number of the I-shaped steel is 2-3; the steel pipe support is a steel pipe, the steel pipe support is connected with the front plate, at least two sets of first stiffening ribs are arranged at the end of the side, close to the front plate, of the steel pipe support, and the steel pipe support is in threaded connection with the supporting piece through the first bolt holes. According to the supporting device, the assembling procedure is greatly simplified, the connection between the steel pipe support and the enclosing purlin assembly is firmer and more reliable, the load effect under the full working conditions of supporting tension, pressing and the like can be effectively resisted, and the overall stability and the bearing capacity of the supporting device are further improved.

The utility model provides a bracing assembly for roof purline relates to roof purline bracing technical field, including bracing, the bracing both ends are provided with the traction head for connecting purline, and the traction head includes the upper clamping piece for connecting purline upper surface and the lower clamping piece for sticking purline lower surface, the upper clamping piece both sides all have and insert the upper clamping piece both sides and set up the lower clamping piece side edge insert the lower clamping piece, the upper clamping piece and lower clamping piece are opposite side all through the setting of at least two bolts, and through the upper clamping piece and lower clamping piece of swing joint can press from both sides the purline of different thickness, and through setting up the upper clamping piece both sides and setting up two lower clamping pieces both sides of lower clamping piece, utilize two upper clamping pieces and two lower clamping pieces to be convenient for to purline four edge places clamping fixed, and utilize two upper clamping pieces and two lower clamping pieces relative movement can be applicable to purline of different width.

The application relates to the field of steel structure processing, in particular to a roof purlin processing and punching device, which comprises a base (1), a stand column (2), a sleeve pipe (3), a support (4), a jib (5), a spring (6), a top rod (7), a bolt (8), a connecting rod (9), a positioning cylinder (10), the stand column (2) is welded with the base (1) in combination; the sleeve pipe (3) is sleeved into the stand column (2); two supports (4) are respectively welded at the side walls of the sleeve pipe (3) at one end; the top rod (7) is connected with the two supports (4) through the bolt (8); the jib (5) is welded with the stand column (2) at one end; the spring (6) is fixed at one end with the end of the top rod (7) and at the other end with the end of the jib (5); the connecting rod (9) is welded with the side wall of the sleeve pipe (3) at one end and with the side wall of the positioning cylinder (10) at the other end. The application has the effects of solving the problem of roof purlin processing and moving, reducing construction cost and reducing safety hazards.