Nodal connection of rods of p-shaped section of spatial structure

FIELD: construction.

SUBSTANCE: nodal connection of thin-walled rods of spatial structure contains connecting elements. At the ends of the connecting rods, the walls of the connecting elements of the V-shaped cross-section with dimensions that ensure the matching of the required number of rods are attached to the walls of the sections.

EFFECT: simplifying the manufacture, installation and node weight reduction.

2 dwg

 



 

Same patents:

FIELD: construction.

SUBSTANCE: load-carrying structure with a frame from an oval tube includes flanges and a frame rigidly attached to them and provided with flattened ends from bent elements of zigzag shape; with that, rod-like elements of the frame have an oval cross-section with the ratio of overall dimensions of 1/2.5, where larger dimension is located in the plane of the structure and the smaller one is located out of the plane.

EFFECT: increasing carrying capacity of the structure with reduction of consumption of its structural material.

4 dwg, 2 tbl

FIELD: construction.

SUBSTANCE: invention relates to the construction, namely to the long construction metal lattice structures from pipes, and can be used in the manufacture of trusses, girders, columns, arches, frames and other supporting structures. The technical result is achieved by the fact that truss rods in the truss made of tubular elements, consisting of belt and lattice rigidly attached to them, made with flattened ends of the V- or W-shaped (zigzag shaped) bent elements, are made of orthorhombic shape with the ratio of diagonals 1/2, where all the large diagonal of all compressed rods is located in the plane of structure, the small diagonal - out of plane, and small diagonal of all the stretched rods is in the plane of structure, and the large - out of plane, besides the upper and lower belts are flattened in places of unshaped joints of lattice.

EFFECT: increase of the load-bearing capacity of the structure with reduction of its materials consumption.

1 tbl, 6 dwg

FIELD: construction.

SUBSTANCE: unit is made using additional elements of Z-shaped cross section, which are inserted one into the other under a run on a support and are connected to each other and to runs using bolts via oval holes in walls of elements. At the same time forces are transferred directly from an element to an element without loading of fastening elements in oval holes.

EFFECT: increased bearing capacity and reliability of a supporting unit.

3 dwg

FIELD: construction.

SUBSTANCE: unit of connection of tubular rods includes an upper single tubular rod with a horizontal flange at the end and a mating flange, to which ends of several lower tubular rods are fixed at the angle, at the same time ends of flanges along the perimeter are tightened by bolts, besides, the mating flange is made as separate for each lower tubular rod and with a mounting cut, at the same time ends of each tubular rod are additionally equipped with two vertical flanges, which at the outer and inner side are tightened by bolts with identical flanges of adjacent ends of tubular rods.

EFFECT: increased strength of a nodal connection under action of horizontal loads.

3 dwg

FIELD: construction.

SUBSTANCE: contact screw butt joint of precast reinforced concrete columns includes end portions of joining columns and an embedded part placed in the lower end portion of the upper column, made in the form of an end plate with corner holes for anchor studs and equipped with angle elements to form niches, to which anchor bars are welded. In the upper end portion of the lower column there is another embedded part in the form of the end plate with the anchor studs for coupling and adjusting nuts, mounted coaxially with the holes in the end plate of the embedded part in the lower end portion of the upper column. A reinforced concrete key in the form of a truncated pyramid is located in the lower end portion of the upper column, and a groove for the reinforced concrete key is made in the upper end portion of the lower column, at that the central hole is made in the embedded part, the sizes of which correspond to the sizes of the larger base of the reinforced concrete key, and the central hole corresponding to the sizes of the open side of the groove is made in the other embedded part.

EFFECT: increase of the bearing capacity of the column and its butt joints.

4 dwg

FIELD: construction.

SUBSTANCE: flanged joint includes joined elements with bevelled ends and flanges welded to them with stops and openings for bolts. Each flange has a rectangular opening with rounded angles, besides, the longitudinal axis of the opening and the longitudinal axis of the stop are matched with the longitudinal axis of the flange, and one end of the stop and short side of the rectangular opening are matched with each other and the transverse axis of the flange. In the assembled form the stop enters the opening of the adjacent flange with gaps at three sides and tightly to the short side of the opening matched with the transverse axis of the flange. Flanges are connected to each other by tightening bolts arranged symmetrically relative to axes of the flange.

EFFECT: increased reliability of a flanged connection with simultaneous reduction of material consumption.

8 dwg

FIELD: construction.

SUBSTANCE: method to connect belt rod elements of a truss structure, according to which belt rod elements are connected to appropriate connection rod elements and/or with appropriate belt rod elements of the truss section. Ends of all rod elements are made with self-stopping thread. In each pair of connected elements thread at their ends is made as differently directed, and their ends are placed in contact to each other due to turning of tightening connection couplings onto ends of elements.

EFFECT: increased reliability of connection, simplified assembly of a structure.

2 cl, 2 dwg

FIELD: construction.

SUBSTANCE: nodal connection includes connection angles rigidly fixed to vertical walls of rods with end plugs and shelves joined on bolts. Same connection angles with shelves joined by bolts are rigidly fixed on horizontal walls (shelves) of rods. At the same time vertical and horizontal walls of connected rod elements in the range of their attachment to leaves of connection angles are reinforced from inside with membranes arranged in parallel to end plugs.

EFFECT: increased bearing capacity of nodal connection.

3 dwg

FIELD: construction.

SUBSTANCE: connection method involves overlapping of ends of thin-walled elements with walls on a sheet gusset plate, installation of the central bolt in the pre-drilled holes in the walls of the thin-walled elements and the gusset plate, setting of the required connection angle, final tightening of the central bolt and installation of self-drilling bolts. Before installing the centre bolt between the walls of the thin-walled elements, a nut and a head of the central bolt, convex sheet parts are installed, and final tightening of the central bolt is stopped when the edges of the sheet parts are thrust against the shelves of the connected thin-walled elements.

EFFECT: increase of the assembly bearing capacity.

2 cl, 5 dwg

FIELD: construction.

SUBSTANCE: mounting assembly of a framework made of channel beams contains the rising upper flange made of two channel beams or C-shaped profiles, oriented with their walls to each other and connected to beams, with location of the bottom flange made of two channel beams between the channel beams of the rising upper flange and connected by bolts or welding. The mounting assembly has two trapezoidal sheet gusset plates or wedge-shaped volume gusset plates in the form of a bent channel beam of variable height, attached by vertical planes to webs of the channel beams of the lower framework flange and rested against the walls or bottom webs of the channel beams of the upper flange.

EFFECT: increase of the bearing capacity of frameworks made of the channel beams by reducing the bending stresses in the framework flanges.

3 dwg

FIELD: building, particularly connections specially adapted for particular building parts or for particular building structures and units.

SUBSTANCE: method involved using embedded members made as metal cylindrical cartridges arranged in concrete body of units to be connected in joint area thereof and metal connection member. Cylindrical cartridge interior is previously filled with adhesive composition. One end of connection member is placed in metal cartridge of the first unit to be joined, another end is inserted in that of the second one. Flange is welded to metal cartridge end. Flange is bored at 40° - 50° for the depth of 0.5 - 0.7 of flange thickness and conical flange bore passes into cylindrical one having dimension corresponding to metal connection diameter, which forms fixing clawing funnel. Ratio between inner cartridge diameter and connection member diameter is equal to dc,in/dcm = 1.5 - 2.0, where dc,in is inner cartridge diameter, dcm is metal connection diameter. Wherein resting outline is formed in area of metal cartridge abutment to flange. Resting outline has ledge of not less than 5 mm when connection member diameter is 10 - 30 mm, which prevents shear deformation development, increases squeezing degree and blocks metal connection. Cartridge has length Lc = (10-12)·dcm, which prevents slip of metal connection.

EFFECT: simplified assemblage technology.

2 dwg

FIELD: building, particularly means for connecting building structures.

SUBSTANCE: joining device comprises several similarly sized members overlapped so that non-contacting parts are spaced apart. The members are connected with bolt. Connection parts of each member are formed as rimmed orifice having extension and depression with central aperture. Bend is made on one member side. Extension and depression may be shaped as cone, ball or truncated pyramid and formed on one or both member ends. Bolt has a cavity, outer contour of bolt head mates that of inner depression.

EFFECT: reduced labor inputs for building structure mounting and demounting.

2 cl, 4 dwg

FIELD: building, particularly for forming wooden arches, frames and trusses.

SUBSTANCE: ridge unit comprises adhesive-bonded wooden members, hinge and covering members. Unit is provided with glass-fiber plates defining curvilinear section in plane and glass-fiber semispherical heads arranged in glass-fiber plate centers. Semispherical heads are inserted in depressions made in glass-fiber centering rim. The rim edges are inserted in slots of wooden covering members. Glass fibers in curvilinear plates are oriented along plate height and width of adhesive-bonded wooden member ends. The plates does not project beyond boundaries of above ends.

EFFECT: increased strength and reduced material consumption.

3 dwg

FIELD: building, particularly to produce light building structures, namely in building site.

SUBSTANCE: connection includes ends of members to be connected, tightening bolts with washers. Conical depression and conical boss are formed in washer surfaces facing each other. When nut is tightened on tightening bolt the members are jammed in conical cavity between the washers.

EFFECT: increased load-bearing capacity of the connection.

3 cl, 3 dwg

FIELD: building, particularly to create rod structures of pipes.

SUBSTANCE: butt-joint comprises tubular rod ends, ribs and tightening bolts. The ribs are inserted in cuts made in tubular rods and connected one to another in crossing areas along the full length thereof. Flanges are spaced from tubular rod ends.

EFFECT: reduced flange mass.

2 cl, 4 dwg

FIELD: building, particularly to connect arch members during movable building erection.

SUBSTANCE: joint connection comprises arch member ends with fastening members fixedly connected to arch member ends, cylindrical joint insert with two side covering members connected thereto and tightening bolts. The fastening members are made as pipe cuts. The side covering members are provided with coaxial orifices arranged along a circle. Fastening members pass through the coaxial orifices.

EFFECT: simplified production and increased accuracy of joint connection assemblage.

3 dwg

FIELD: building, particularly to connect rod members of building structure with triangular three-layered roof deck panels.

SUBSTANCE: joint connection comprises three-dimensional hollow member to connect rods of triangular grid. The hollow member is solid and defines hexagon. The hollow member has one truncated end. The hollow member comprises support panel made as round plate with U-shaped spaced apart clips fixedly connected to plate along plate perimeter. The clips are adapted for deck panels connection. Triangular three-layered panels are overlapped and connected one to another. Mounting covering strips are connected to ends of all panels so that one strip end is flush with upper rib surface, another strip end is inserted in U-shaped clip.

EFFECT: increased load-bearing capacity of the structure.

4 dwg

FIELD: building, particularly means to reinforce timber structures along with member connection on head block.

SUBSTANCE: reinforcement unit comprises compressed rod, belt and reinforcing side covering plates. The plates are made of angle bars and provided with transversal diaphragms. Side covering plates enclose belt section corners and pass through slots made in compressed rod.

EFFECT: increased load-bearing capacity, prevention of head block unit deformation and shearing.

3 dwg

Pipe junction // 2288399

FIELD: construction.

SUBSTANCE: pipe junction comprises ends of pipes that are set one in the other, face plug, slots made in the pipe of greater diameter, and connecting member secured to the pipes by welding. The connecting member is made of a ring member mounted at the end of the pipe of smaller diameter, and the slots in the pipe of greater diameter do not reach the end of the pipe.

EFFECT: enhanced strength and simplified manufacturing of the joint.

3 dwg

Metal truss joint // 2291938

FIELD: metal truss building, particularly to erect bridge span structures.

SUBSTANCE: joint includes a number of segments and connection pipes. The joint is formed as two stamped halves connected with each other by welds to form cylindrical connection pipes provided with flanges. The flanges are welded to the connection pipe ends.

EFFECT: improved manufacturability and operational reliability.

3 dwg

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