1419results about "Scaffold connections" patented technology

A vertical post for a scaffold, in particular for a modular scaffold, wherein the vertical post comprises a tube with a longitudinal axis, which, in at least one tube section an external connector element for connecting the vertical post to a horizontal ledger, and an internal reinforcing element for reinforcing the tube section in a contact area of the vertical post with the horizontal ledger, wherein the reinforcing element is elongated and extends transversely to the longitudinal axis from a first wall area to a second wall area of the tube, which is preferably diametrically opposite the first wall area. The invention also relates to a scaffold, in particular a modular scaffold, with a vertical post according to the present invention, as well as to a method for manufacturing a vertical post.

A connecting disc for connecting at least two scaffold elements comprising a basic body having a first main surface and a second main surface which is disposed opposite of the first main surface, and having an edge surface which runs round the basic body and connects the first main surface and the second main surface to one another; at least one longitudinal connecting opening which passes completely through the basic body; and at least two transverse connecting openings each of which passes completely through the basic body, each transverse connecting opening being delimited by a peripheral contour in a plan view of the first main surface, said peripheral contour having a receiving region and at least one blocking region which interrupts the receiving region and is disposed outside of the receiving region.

A scaffolding support for forming a scaffold arrangement is described. The scaffolding support includes a first beam and a second beam. The second beam is angled with respect to the first beam. The scaffolding support further includes a frame holder for coupling with a frame member and a plank holder for coupling with a scaffolding plank. A corresponding scaffold arrangement is also provided.

A scaffold node for connecting scaffold elements extending in different spatial directions, comprising a connecting sleeve which is provided as a coupling point for two scaffold components, in particular for two vertical posts or for a vertical post and a spindle nut post, and at least one coupling element which is used to connect the scaffold node to further scaffold components or scaffold elements. A scaffold portion comprising a scaffold node and further scaffold elements.

A scaffold post, in particular for vertically oriented installation in a scaffold section, comprising: a base post which extends along a longitudinal axis; at least one connecting disc which is attached to the base post, the connecting disc enclosing the base post and projecting in the radial direction to the longitudinal axis and in a circumferential direction around the entire base post, at least two connection hooks which are attached to an outer circumferential surface of the base post and, when viewed from above, extend, in a direction of extension, radially away from the longitudinal axis from a plane perpendicular to the longitudinal axis; and at least two partial connecting discs which are attached to the base post, the partial connecting discs projecting to different extents beyond the base post in the radial direction to the longitudinal axis as viewed in a circumferential direction around the base post.

The invention discloses a welding method of a high-strength steel vertical rod for a ring lock type scaffold and the vertical rod. A target high-frequency welded pipe is selected as a vertical rod main body; the gap between the disc buckle and the high-frequency welded pipe is controlled to be 0.3 mm-0. 7 mm through a positioning device; according to a preset target welding process specification, gas shielded welding wires are adopted to conduct angle welding with low welding heat input on the two sides of the disc buckle, and the value of the low welding heat input ranges from 3.23 KJ / cm to 4.94 KJ / cm. Therefore, the high-strength light-weight vertical rod is used, and the vertical rod and the disc buckle are welded according to the target welding process specification, so that the safety of the high-strength steel scaffold vertical rod in use is ensured, the mounting efficiency of the vertical rod is improved, and the working intensity of constructors is reduced.

The invention relates to the technical field of building construction, in particular to an auxiliary scaffold for building a concrete filled steel tubular column and a composite beam, which comprises a support body consisting of a bearing screw rod inserted into the ground, a vertical rod mounted at the top end of the bearing screw rod in a threaded manner, a disc buckle fixed on the outer surface of the vertical rod and a bottom horizontal tube mounted on the disc buckle in a clamping manner, the number of the frame bodies is multiple, the multiple frame bodies are distributed at equal intervals and connected to form the scaffold, and leveling plates are arranged outside the bearing screws. A connecting mechanism is arranged above the leveling plate, the connecting mechanism comprises a base, a bearing seat and a locking piece which are sequentially distributed from bottom to top, and a horizontal connecting plate is hinged to the outer portion of the base. According to the auxiliary scaffold for building the concrete filled steel tubular column and the composite beam, the rotating locking piece moves downwards along with the bearing screw rod, the functions of unfolding the working platform and holding and locking the bearing screw rod can be synchronously completed, multiple construction steps are combined, and the building efficiency is greatly improved.

The invention discloses a large cantilever concrete structure formwork layered anchor pulling construction method and an intelligent monitoring system, and particularly relates to the field of building construction.The large cantilever concrete structure formwork layered anchor pulling construction method comprises the steps that a 16 # I-steel cantilever heavy frame is installed by pre-burying a high-strength bolt sleeve and conducting three-dimensional positioning; the first to sixth rows of frame bodies are erected layer by layer, a secondary top layer is poured, and the first to fourth phi-20 flower basket pull rods are sequentially installed after top layer concrete is poured; then main and secondary keels and an adjustable jacking are installed, a formwork is laid, and the elevation is corrected to be + / -3 mm; steel bar numerical control machining straight thread connection and water and electricity pre-burying are synchronously completed; arranging a vibrating wire strain gauge, a spoke pressure gauge and a tilt angle sensor, uploading data to the BIM in real time, and establishing load-deformation dual-threshold early warning; after the formwork is removed, a scaffold and a main body structure are tied and reinforced in time at the upturning ridge of the eave gutter on the top layer of the concrete structure according to a wall connecting piece method through steel pipe fasteners; the formwork and the outer protection frame are integrated, concrete is poured twice, early warning and alarm linkage are achieved, and safety and high efficiency are achieved.

To provide a scaffold floor installation technique that can stably send out an extending scaffold member forward with a simple configuration when extending a new scaffold floor from an existing scaffold floor.SOLUTION: A scaffolding floor installation device used when installing a scaffolding floor on a structure includes a rod-shaped member 1 that suspends a scaffolding member, and a support member 2 that is supported by the structure and supports the middle part of the rod-shaped member 1 from below. The rod-shaped member 1 is provided at its front end with a locking part 12 that locks onto the structure so as to restrict downward movement. While supported by the support member 2, the rod-shaped member 1 is able to slide at least partially forward.SELECTED DRAWING: Figure 1

The invention discloses a ring lock type scaffold and an erecting method, and relates to the technical field of scaffold engineering construction. In order to ensure that the scaffold can be continuously erected upwards under the condition that a vertical rod at the lower part of the scaffold is broken, the following scheme is provided: the scaffold comprises a conventional vertical rod, a plurality of groups of horizontal rods and a plurality of groups of disc buckle vertical rods, the bottom of the conventional vertical rod is fixed on the ground, the side end of the conventional vertical rod is fixed on a building structure, and a base is arranged at the bottom of the disc buckle vertical rod; a U-shaped clamping groove for mounting the horizontal rod is formed in the outer end part of the base; and the U-shaped clamping groove is provided with an opening side and an arc-shaped inner surface matched with the outer wall of the horizontal rod. A horizontal rod U-shaped end is arranged at the end of the horizontal rod, a lock pin inserting pin opening penetrating through the interior of the base is formed in the base, a wedge-shaped lock pin is slidably arranged in the lock pin inserting pin opening in a penetrating mode, and the wedge-shaped lock pin is in radial extrusion fit with the U-shaped end of the horizontal rod and the inner wall of the base. According to the scaffold, under the condition that the vertical rods on the lower portion of the scaffold are broken, the scaffold body can be continuously erected upwards, and the stability of the scaffold is ensured.

A nut adapted to disengage with a threaded bolt, the nut comprising a base portion integrally formed to a top portion. The nut includes a bore positioned along a central axis through the base portion and the top portion, wherein the top portion is tapered between circumference of the base portion and the bore of the top portion. The tapering is at an angle between 0° to 45° relative to the diameter of the base portion; the base portion comprises at least two cavities, wherein the at least two cavities extend vertically into the base portion.

The invention is a jack base 10 of construction scaffolding which includes a base plate 20 that is fixed to the ground surface 1 and has a hole 21 formed through the center thereof; a screw shaft 30 whose lower end is engaged in the hinges 22,31 on opposite side of the periphery of the hole 21 on the base plate 20 and whose upper end is connected to the lower end of the vertical pipe 4; a support member 40 that is screwed to the screw shaft 30 and supports the vertical pipe 4 of the scaffolding 3; and a fixing bar 50 that penetrates the hole 21 in a swingable manner and is fixed by being embedded in a ground surface 1.

A connection system for joining members of a structure, said system comprising an anchor element fixed to a primary structure or structural member and an adapter element fixed to said anchor element, said adapter element being adapted to receive, support and be connected to the end of a secondary structural member, the system permitting the assembly so created be readily, partially or completely, dismantled; said anchor element being fixed in place using conventional fastening means, said adaptor element being slidingly engaging with complementary shapings of said anchor element and locked in place on said anchor element by the installation of locking means, an end of said structural member being entered into and secured to said adaptor element by frictional engagement, by bonding or, where a tensile loading is to be applied to said structural member, by means of conventional fastenings.

The utility model discloses a scaffold connecting structure which comprises a throwing support, a throwing support fixing sleeve and a positioning frame, the bottom of the throwing support is inserted into the throwing support fixing sleeve and movably connected with the throwing support fixing sleeve, and the front face and the back face of the throwing support fixing sleeve are both fixedly connected with movable rods used in cooperation with the positioning frame. Angle limiting arc grooves are formed in the front face and the back face of the positioning frame, the bottom of the positioning frame is movably connected with a mounting assembly, the left side of the throwing support fixing sleeve communicates with a positioning assembly, and 45-degree holes and 60-degree holes are formed in the two sides of the inner sides of the inner walls of the angle limiting arc grooves. According to the utility model, the 45-degree hole and the 60-degree hole are formed, so that the throwing support can be quickly positioned at the corresponding angle and inclination, the problem that the inclination of the throwing support needs to be manually adjusted in the building process of the throwing support and long-time calibration is needed is solved, and the progress of building a scaffold is accelerated; and positioning is rapid and accurate during throwing support building, and the safety of overall building of the scaffold is improved.

The invention discloses a quick positioning and reinforcing process for a disc buckle type high formwork, and relates to the technical field of disc buckle frame construction. The method comprises the steps of S1, paying-off positioning, S2, reinforcing installation of the standardized disc buckle frame and S3, detection of the standardized disc buckle frame. According to the invention, through the base unit composed of the base plate, the supporting mechanisms, the adjusting mechanism and the lifting mechanism, the four supporting mechanisms are enclosed by the adjusting mechanism to form a reinforced bottom support according to the construction point position and the construction height of the vertical rod of the plate buckle frame, and the height of the assembly sleeve is freely adjusted by the lifting mechanism; therefore, the construction requirement of the ring buckle frame is met, and the stability of the assembled ring buckle frame vertical rod is improved; by means of the rectangular bottom support formed through enclosing, a crane can conveniently and rapidly hoist batch of plate buckle frame vertical rods into the assembly sleeve, rapid positioning in the construction process of the plate buckle frame vertical rods is achieved, and the construction efficiency of the plate buckle frame vertical rods is improved.

A work platform includes a plank which telescopes to a desired width. The work platform includes a first leg assembly rotatably attached adjacent to a first end of the plank. The work platform includes a second leg assembly rotatably attached adjacent to a second end of the plank. The work platform includes a first linkage attached to a first leg of the first leg assembly. The first linkage may be a first hook or a first strap assembly for securing the work platform to a first support structure. A method for using a work platform. A method for producing a work platform.

A catwalk system having a pair of side trusses formed of a top cord and bottom cord connected by a plurality of vertical posts and diagonal posts. The bottom cords have a plurality of joints formed of a bottom plate, opposing side plates and wing plates that form a pocket. These pockets receive an end of floorbeams which are bolted to the side plates. The bottom plate also includes a wind brace section that receives an end of a diagonal wind brace therein. The fabricated side trusses are shipped to the job site where the catwalk is quickly and easily assembled by aligning a pair of side trusses in parallel space alignment and installing floorbeams in the pockets of opposing joints. To provide additional rigidity diagonal wind braces are installed in a zig-zag formation between diagonally opposite joints. This arrangement provides a quickly assembled catwalk that requires minimal assembly.

The utility model relates to a movable scaffold operating platform which comprises a plurality of sets of scaffold bodies, each scaffold body comprises four fixing plates, an operating platform body is arranged among the fixing plates, supporting columns are fixedly connected to the bottoms of the fixing plates, and movable splicing assemblies are fixedly connected to the bottoms of the supporting columns. The movable splicing assembly comprises a cover column fixedly connected with the bottom of the supporting column, the bottom of the cover column is rotationally connected with a connecting column, and the bottom of the connecting column is movably connected with universal wheels. A clamping column is arranged at the top of the fixing plate, external threads are arranged on the outer wall of a connecting column, a clamping groove is inwards formed in the top of the clamping column, internal threads are arranged on the inner wall of the clamping groove, and the connecting column is in threaded connection with the clamping column, so that the required scaffold height can be achieved through quick splicing, the erecting time is short, and meanwhile, the connecting column is convenient to assemble and disassemble. The scaffolds which are mutually spliced are mutually independent and can be independently used.

The utility model discloses a ring lock type scaffold connecting structure, and relates to the technical field of building construction. The device comprises a main rod; a support bar; inserting a rod; the outer wall of the vertical rod is in sliding fit with the inner wall of the insertion rod; the inner wall of the connecting disc is fixedly connected with the outer wall of the vertical rod; the outer wall of the connecting rod is in sliding connection with the outer wall of the connecting disc; the main rod comprises a base, the top of the base is fixedly connected with a fixing rod, the outer wall of the fixing rod is in threaded connection with a threaded block through a threaded groove, the threaded groove is formed in the outer wall of the fixing rod, the two ends of the threaded block are in threaded connection with adjusting screw rods, and the bottoms of the adjusting screw rods are fixedly connected with supporting discs. The supporting surface of the main rod is improved, the overall stability of the main rod is further improved, on the basis that the height of the main rod is adjustable, the overall stability of the main rod is additionally improved, meanwhile, the supporting strength is improved, and the purpose of improving the supporting stability is achieved.

The invention provides a movable detachable construction platform, and belongs to the technical field of construction platforms, the movable detachable construction platform comprises a base and a construction platform mounted above the base, and the movable detachable construction platform comprises a connecting assembly mounted on the surface of the base; the connecting assembly comprises inserting sleeves, H-shaped pipe frames and clamping hooks, the inserting sleeves are fixedly installed on the periphery of the surface of the base, the bottom ends of the two horizontally-arranged H-shaped pipe frames are inserted into the inserting sleeves and fixedly connected through bolts, and the clamping hooks are integrally formed on the two sides of the construction platform. The construction platform is clamped between the two horizontally-arranged H-shaped pipe frames through the clamping hooks. A cross-shaped supporting rod is installed between the two horizontally-arranged H-shaped pipe frames, the connecting positions of the cross-shaped supporting rod and the H-shaped pipe frames are arranged to be of a multi-layer sleeve structure, the adjacent sleeves are connected through clamping stoppers and springs, the clamping stoppers are of an obliquely-arranged fan-shaped structure, and the clamping stoppers are arranged in the middle of the H-shaped pipe frames. The defects that a traditional building construction platform is difficult to flexibly adjust according to the height required by construction and inconvenient to disassemble and assemble are overcome.

A walkboard for a scaffold comprises one or more planks forming a platform for standing and one or more end caps pressed into each end of the platform. The end caps include integral hooks for engagement with horizontal members of the scaffold. The planks and end caps are specially designed to enable compact stacking for storage and shipment.

The invention discloses a monitorable spliced Y-shaped pier bridge construction platform and a monitoring method thereof.The construction platform is located on the periphery of a Y-shaped pier and comprises four sets of rotatable spliced L-shaped platforms, the four sets of rotatable spliced L-shaped platforms are rotationally spliced to form an annular platform, and the Y-shaped pier is located in the center; each group of rotatable spliced L-shaped platforms comprises an L-shaped supporting frame, an L-shaped platform, a straining beam arranged on the upper surface of the L-shaped supporting frame and used for supporting the L-shaped platform and a stand column supporting structure, and the stand column supporting structure is rotatably connected with the L-shaped supporting frame. By means of rotation and splicing of the modular construction platform, the influence on a construction road and green belts on the two sides is avoided to a great extent, and compared with a traditional full hall type scaffold and steel bar embedding method, the limitation of site conditions on construction is reduced, the construction efficiency is improved, and the human input is reduced.

A scaffold safety device (120) has a body (122) having an engagement formation (124) configured to engage with an element (20, 72) of a scaffold assembly (10). The device (120) also has a pressure sensor (126) configured to detect when the body is disengaged from the scaffold assembly. The engagement formation includes first and second arms (128, 130) extending away from the body. The arms are separated by a cavity (134). The cavity is configured to receive a threaded rod and a tightening nut (135) of the scaffold assembly. The pressure sensor is included on one arm (128) and is configured to detect when a pressure attains a predetermined threshold value. The pressure sensor is in communication with a control board (86) which is connected to an antenna (140) on a secondary scaffold safety device (142).

The present invention relates to a bundling structure for scaffolding steel pipes, and relates to the technical field of building construction. It includes a scaffolding vertical pipe, and two scaffolding horizontal pipes are arranged on the right side of the scaffolding vertical pipe. In the use of this invention, first, rotate the fixing knob. The rotation of the fixing knob causes the two upper moving blocks and the two lower moving blocks to move, and further causes the two upper fastening plates and the two lower fastening plates to gradually approach the scaffolding horizontal pipe. At the same time, the movement of the upper moving blocks and the lower moving blocks will cause the two first threaded rods and the two second threaded rods to rotate through gears and racks, so that the two upper fastening plates and the two lower fastening plates gradually approach the scaffolding horizontal pipe, and further cause the first fastening groove and the second fixing groove to clamp the scaffolding vertical pipe and the scaffolding horizontal pipe respectively at the same time, thereby fixing the scaffolding vertical pipe and clamping and fixing the scaffolding horizontal pipe at the same time, avoiding repeated fixing from different directions, reducing the working intensity and being convenient for use.

A scaffolding system includes a guardrail ledger having an elongated support member, a ledger head coupled to a first end of the elongated support member, and a hook ledger head coupled to a second end of the elongated support member. The hook ledger head is formed to include a hook configured to extend into a scaffolding rosette of a vertical scaffolding post to assist in the installation of the guardrail ledger prior to assembly of a work platform for an upper level of the scaffolding system.

The invention relates to the technical field of constructional engineering, in particular to a rotating disc buckle type space truss structure and a stress detection method. According to the rotating disc buckle type space truss structure and the stress detection method, the plurality of spherical node connecting pieces are combined to form a space structure, the spherical node connecting pieces are connected through the connecting pipes and are connected by adopting the rotating disc buckle structures, and the mounting and the dismounting are very convenient. And during use, the positioning bayonet lock can be used for fixing to prevent the rotating disc buckle from being opened. The end sealing plates are welded to the ends of the branch pipes and the ends of the connecting pipes, during assembly, the end sealing plates are in butt joint and sleeved with the external rotating disc buckles, the end sealing plates are rotated by 45 degrees in any direction in the plane perpendicular to the axis of the connecting pipes, then the clamping jaws of the end sealing plates are clamped into the rotating disc buckles, joints can be fixed, and high-strength connection is formed. The branch pipes extend towards the periphery through the connecting pipes to be connected with other spherical nodes, diversified large space truss structures can be combined at will, and the large space truss structure has the advantages of being high in construction efficiency and low in comprehensive cost.

A work platform system having a first work platform. The first work platform having a first hook assembly and a first latch assembly. The system having a second work platform. The second work platform having a second hook assembly and a second latch assembly. The first work platform locked to the second work platform through the first hook assembly engaging with the second latch assembly and the first hook assembly in the use position. A method for using a work platform system. A method for producing a work platform.

A scaffold includes first and second ladder frames. Each ladder frame includes first and second vertical supports, and first and second horizontal supports mounted to the vertical supports. The first horizontal support is formed of tubular material, and has a base or central section and an asymmetric flattened end section. The end section is mounted to the first vertical support. The central section has a top centerline and a bottom centerline. The end section has a vertically elongated cross section compared to the central section. A top of the end section aligns with the top centerline of the central section; and a bottom of the end section is disposed below the bottom centerline of the central section. Related methods and tools are also disclosed.

A scaffold crossbar, particularly for the horizontally oriented installation in a scaffold section, comprising at least one crossbar beam which has a rod-shaped design and extends in the direction of a longitudinal axis, wherein the crossbar beam has two opposite ends in the direction of the longitudinal axis, and a connection interface which is provided for the connection to a scaffold element is arranged on each of these two ends. The scaffold crossbar further comprises at least two brackets which extend along a bracket axis, respectively, wherein the brackets respectively have two opposite ends in the direction of their bracket axis, wherein one of these ends of each bracket is connected to the crossbar beam, and at least two fasteners respectively one of which is arranged on the end of a bracket which is situated opposite of the connection of this bracket to the crossbar beam.