Scaffold clamps

A scaffolding clamp 50 comprises first and second claw portions 52, and a respective set of releasable clamping portions 54 associated with each of the claw portions 52 for securing, in use, a respective scaffold tube 12, 14 between the claw portion 52 and its respective clamp portion 54, wherein the scaffold clamp 50 further comprises a spacer 56 interposed between the claw portions 52, wherein the spacer 56 is fixed and provides a rigid connection between the claw portions 52 of the scaffold clamp 50, and wherein the claw portions 52 are arranged about the spacer 56 at right angles to one another.

Suspended scaffolding structure and connector therefor

FLEXIBLE FASTENING UNIT FOR A BEAM

The present invention provides a fastening unit (1) for attaching a first beam to a second beam, wherein the second beam is arranged substantially perpendicularly to the first beam, the fastening unit (1) having a first axis and a second axis, wherein the second axis is substantially perpendicular to the first axis. The fastening unit (1) comprises a connecting member (2) extending in a direction parallel to the first axis of the fastening unit (1) and having a first edge portion (3), a second edge portion (4) and a central portion (5), the connecting member (2) further comprising a coupling element (6).

SCAFFOLDING SYSTEM FOR USE WITH CURVILINEAR WALLS AND METHOD OF USE

Systems and methods for scaffolding systems for use with curvilinear walls, particularly to fit about the curved wall of a holding tank and to be readily moved to varying heights of the holding talk wall.

Improvements in supports for scaffolding members

... 525,032. Tubular scaffolding. SAFWAY STEEL SCAFFOLDS CO., OF AMERICA. Feb. 13, 1939, No. 4635. Convention date, Feb. 25, 1938. [Class 20 (ii)] Relates to tubular scaffolding comprising a trussed member 20, Fig. 1, supported between braced towers 29, and consists in providing U- shaped supports 22 on the towers for the rails 36, 37 of the trussed member, screws 39, Fig. 2, passing across the arms of the U and between the rails to retain the trussed member in position. A double U-shaped member, Fig. 7, permits of sliding adjustment of the trussed member to suit the distance between the towers. The U- shaped member shown in Fig. 9 permits the trussed member to be turned round the pillar 28 to connect towers which are off-set with respect to one another. Sockets or spigots 41 may be attached to the rails 36, 37 to receive the uprights of a superstructure 40.

Scaffold clamps

PROP-BRACE COUPLER FOR CONSTRUCTION PLATFORM

A prop-brace coupler has a first section configured to be selectively connected to a vertical prop member of a construction platform that includes a vertical spacing member and a diagonal bracing member. The prop-brace coupler also has a second section configured to be selectively connected to the vertical spacing member and to the diagonal bracing member.

COUPLING DEVICE FOR TWO BEAMS

A coupling device suitable for interconnecting two beam ends, wherein the beam with the beam end has an elongate axis, where on - a first beam end is arranged first interconnection units consisting of two first parallel flange elements arranged with a mutual first distance x, wherein the flanges are arranged symmetrically about a plane radial to the axis of the beam, and wherein the plane of each flange is parallel to the longitudinal direction of the beam, and likewise in each flange is designed a cut-out with a cross-section in the plane of the flange; - a second beam end is arranged a second interconnection unit consisting of a second flange with the plane of the second flange in the longitudinal direction of the beam, wherein the width of the second flange across the plane of the second flange is smaller than or equal to x, and where largely perpendicular to the plane of the second flange, a connecting element protrudes on each side of the second flange, wherein the cross-section of ...

Post connection adapter

The invention relates to a post connection adapter (40) for detachably fastening a scaffolding post (72.1, 72.2) to a support (24). The post connection adapter (40) comprises a fastening body (90), which has a first fastening-body fastening means in a first fastening-body fastening position and a second fastening-body fastening means in a second fastening-body fastening position and which can be detachably fastened to the support (24) selectively either by means of the first fastening-body fastening means or by means of the second fastening-body fastening means. The first fastening-body fastening position and the second fastening-body fastening position have a fastening position distance between each other of 72 mm. The post connection adapter (40) comprises a post connection body (85), which extends in the direction of the post connection body axis (86) thereof and which is fastened to the fastening body (90). An imaginary center plane containing an imaginary center point at the center ...

Truss frame, modular truss girder and bridging and/or support construction

The invention relates to a truss frame (20) for constructing a bridging and/or support construction, which truss frame consists of multiple, rod-shaped individual metal parts, namely consisting of two elongated, parallel post pipes (21), each extending in the direction of its longitudinal axis and having an outer circumference (44); two parallel crossbars (22), each extending in the direction of its longitudinal axis and perpendicularly to the post pipes; and an elongated diagonal element (23) that is adjustable in length, which individual parts are hingedly connected to one other by means of bolts (24) such that said parts can be detached from one another. Two parallel connecting plates (36.1, 36.2) are secured in the region of each post pipe end (33.1, 33.2) of the post pipes (21), which plates are disposed on a common, imaginary plane that contains the longitudinal axes of the post pipes (21) and the crossbars (22) and which plates extend away from one another. Each crossbar (22) has ...

INTEGRATED CONSTRUCTION SYSTEM

Various implementations described herein are directed to an integrated construction system. In one implementation, the integrated construction system includes a first panel for a formwork configuration of the integrated construction system, a second panel for a shoring configuration of the integrated construction system, and a third panel for a worker access configuration of the integrated construction system. The first panel, the second panel and the third panel are the same panel type.

Scaffold clamps

FACADE SCAFFOLDING.

Suspended scaffolding structure and connector therefor

Scaffold clamps

A scaffold clamp 50 comprises first and second claw portions 52, and a respective set of releasable clamping portions 54 associated with each of the claw portions 52 for securing, in use, a respective scaffold tube 12, 14 between the claw portion 52 and its respective clamp portion 54. The scaffold clamp 50 further comprises a spacer 56 interposed between the claw portions 52, wherein the spacer 56 is fixed and provides a rigid connection between the claw portions 52 of the scaffold clamp 50, and wherein the claw portions 52 are arranged about the spacer 56 at right angles to one another. A scaffolding assembly is also claimed, comprising a pair of scaffolding tubes interconnected by the claimed scaffold clamp.

Truss frame, modular truss girder and bridging and/or support construction

The invention relates to a truss frame (20) for constructing a bridging and/or support construction, which truss frame consists of multiple, rod-shaped individual metal parts, namely consisting of two elongated, parallel post pipes (21), each extending in the direction of its longitudinal axis and having an outer circumference (44); two parallel crossbars (22), each extending in the direction of its longitudinal axis and perpendicularly to the post pipes; and an elongated diagonal element (23) that is adjustable in length, which individual parts are hingedly connected to one other by means of bolts (24) such that said parts can be detached from one another. Two parallel connecting plates (36.1, 36.2) are secured in the region of each post pipe end (33.1, 33.2) of the post pipes (21), which plates are disposed on a common, imaginary plane that contains the longitudinal axes of the post pipes (21) and the crossbars (22) and which plates extend away from one another. Each crossbar (22) has ...

Suspended scaffolding structure and connector therefor

A suspended scaffolding connector includes a central spine comprising an anchor connector at a top end thereof, a bottom lug at a bottom end thereof, and a top lug situated between the anchor connector and bottom lug. The connector further includes at least one top truss connector attached to the top lug and at least one bottom truss connector attached to the bottom lug, where the top and bottom truss connectors are configured and spaced for structural connection to top and bottom connectors of a scaffolding truss. The connector also includes top and bottom truss ledger connectors attached to the spine and situated between the top and bottom lugs and adapted for connection to a scaffolding ledger, and the anchor connector is adapted for connection to a suspension anchor and to support the scaffolding truss through the top and bottom truss connectors.

SCAFFOLDING COMPONENTS, SYSTEM AND METHOD

The present invention relates to a temporary support structure and scaffolding system and components, and more particularly scaffolding beams and beam connectors, that are ultralight weight, durable and exhibit high strength.

Method of forming a plaster partition - involves pouring plaster between panels attached to adjustable height posts

Two series of parallel boards (5, 5a, 6, 6a, 7, 7a) define a space into which the liquid or thick plaster is poured to form the partition-wall. Each board of the bottom part of the shuttering is kept in position by two superimposed presses (9, 10), while each board of the top part is kept in position by a single press. A movable post (15) of the same width as the partition-wall is used to support the boards (7, 7a) forming the end of the shuttering. The post is preferably made of light aluminium alloy sections. At one end it has a screw to wedge it against the ceiling while the bottom part of the partition is being built, or against the floor when the top part is being built.

Flexible fastening unit for a beam

A fastening unit for attaching a first beam to a second beam is provided, wherein the second beam is arranged substantially perpendicularly to the first beam, the fastening unit having a first axis and a second axis, wherein the second axis is substantially perpendicular to the first axis. The fastening unit comprises a connecting member extending in a direction parallel to the first axis of the fastening unit and having a first edge portion, a second edge portion and a central portion, the connecting member further comprising a coupling element.

MODULAR SCAFFOLDING SYSTEM

Described herein are embodiments of an improved modular scaffolding system. Various embodiments are described herein relating to scaffolding systems wherein truss sections can be coupled together with connectors to achieve length modularity. To assemble the truss sections, each connector is positioned within an opening defined in the horizontal runners of each truss section, such that the connector extends between successive assembled sections, and the connector is further fixed to each section with one or more fasteners. Additionally, each truss section has a vertical member extending between the horizontal runners proximal the connectors in order to enable acceptable vertical loading characteristics.

SUSPENDED SCAFFOLDING STRUCTURE AND CONNECTOR THEREFOR

A suspended scaffolding connector includes a central spine comprising an anchor connector at a top end thereof, a bottom lug at a bottom end thereof, and a top lug situated between the anchor connector and bottom lug. The connector further includes at least one top truss connector attached to the top lug and at least one bottom truss connector attached to the bottom lug, where the top and bottom truss connectors are configured and spaced for structural connection to top and bottom connectors of a scaffolding truss. The connector also includes top and bottom truss ledger connectors attached to the spine and situated between the top and bottom lugs and adapted for connection to a scaffolding ledger, and the anchor connector is adapted for connection to a suspension anchor and to support the scaffolding truss through the top and bottom truss connectors.

JUNCTION MODULE FOR SUSPENDED DECKING

Suspended scaffolding structure and connector therefor

A suspended scaffolding connector includes a central spine comprising an anchor connector at a top end thereof, a bottom lug at a bottom end thereof, and a top lug situated between the anchor connector and bottom lug. The connector further includes at least one top truss connector attached to the top lug and at least one bottom truss connector attached to the bottom lug, where the top and bottom truss connectors are configured and spaced for structural connection to top and bottom connectors of a scaffolding truss. The connector also includes top and bottom truss ledger connectors attached to the spine and situated between the top and bottom lugs and adapted for connection to a scaffolding ledger, and the anchor connector is adapted for connection to a suspension anchor and to support the scaffolding truss through the top and bottom truss connectors.

Quad-chord truss and platform containing same

A foldable quad-chord truss which can be connected end-to-end with like trusses. Each pair of chords are rigidly attached, and connector members intermediate the ends are swivelly attached to the chord pairs to effect the folding into a compact shape for transport and storage. The connector members are adapted for attachment to connector members of beams which may extend perpendicular to a parallel pair of the trusses and attached thereto. The laid trusses and beams is overlaid with sheets of corrugated sheet metal which overlap each other along their adjacent edges. While standing on a sheet of laid sheet metal adjacent ends of an already laid pair of trusses, another truss can be held adjacent the edge of the sheet metal for attaching an end of the other truss along only one side so that it can then be swung outwardly into a position wherein the other end of the other truss can also be attached to rigidly connect the trusses end-to-end.

Suspended scaffolding structure and connector therefor

A suspended scaffolding connector includes a central spine comprising an anchor connector at a top end thereof, a bottom lug at a bottom end thereof, and a top lug situated between the anchor connector and bottom lug. The connector further includes at least one top truss connector attached to the top lug and at least one bottom truss connector attached to the bottom lug, where the top and bottom truss connectors are configured and spaced for structural connection to top and bottom connectors of a scaffolding truss. The connector also includes top and bottom truss ledger connectors attached to the spine and situated between the top and bottom lugs and adapted for connection to a scaffolding ledger, and the anchor connector is adapted for connection to a suspension anchor and to support the scaffolding truss through the top and bottom truss connectors.

Scaffolding truss

A scaffold truss 100 comprises a hollow, rectangular upper horizontal member 102 having vertical side walls and top and bottom walls; a hollow, rectangular lower horizontal member 104 having vertical side walls and top and bottom walls, the lower horizontal member being separated from the upper horizontal member; a plurality of diagonal bracing members 106, 108a, 108b to fixedly join the upper horizontal member with the lower horizontal member, each of the plurality of diagonal bracing members forming an X-shape with another diagonal bracing member; and a plurality of vertical members 110 to fixedly join the upper horizontal member with the lower horizontal member; wherein a thickness of the vertical side walls of the horizontal members is greater than a thickness of the top and bottom walls of the horizontal members. Also defined is a coupling pin adapted to connect a first and second scaffolding truss.

FASSADENGERUEST.

Scaffold clamps

A scaffold clamp 500 comprises wings 512 having carefully selected dimensions that permit the mutually orthogonal connection of scaffold tubes 12, 512, 514 in a tube-on-tube and/or in a clamp-on-clamp configuration. The scaffold clamp 500 comprises first and second claw portions 52, and a respective set of releasable clamping portions 54 associated with each of the claw portions 52 for securing, in use, a respective scaffold tube 12, 512, 514 between the claw portion 52 and its respective clamp portion 54, wherein the scaffold clamp 500 further comprises a spacer 56, 504 interposed between the claw portions 52, and wherein each claw portion 52 comprises a pair of wings 512 extending laterally from either side thereof. The wings 512 may have carefully selected dimensions that permit the mutually orthogonal connection of scaffold tubes 12, 512, 514 in a tube-on-tube and/or in a clamp-on-clamp configuration (See Figs 12 and 13).

Flexible fastening unit for a beam

The present invention provides a fastening unit (1) for attaching a first beam to a second beam, wherein the second beam is arranged substantially perpendicularly to the first beam, the fastening unit (1) having a first axis and a second axis, wherein the second axis is substantially perpendicular to the first axis. The fastening unit (1) comprises a connecting member (2) extending in a direction parallel to the first axis of the fastening unit (1) and having a first edge portion (3), a second edge portion (4) and a central portion (5), the connecting member (2) further comprising a coupling element (6).

Vorrichtung zur Befestigung eines Gerüstbelags an einem Querträger eines Baugerüstes

Vorrichtung zur Befestigung eines Gerüstbelages an einem Querträger eines Baugerüsts, insbesondere an einem Gitterträger, mit ersten Haltemitteln zur Halterung der Gerüstbeläge, die durch zweite Haltemittel an dem Querträger befestigt sind, wobei die zweiten Haltemittel (14) verschiebbar mit den ersten Haltemitteln (11) verbunden sind, dadurch gekennzeichnet, daß die ersten Haltemittel ein längliches Adapterteil (32, 33) mit Halteelementen (47, 48, 51) umfassen, die an entsprechende Halteelemente (49, 50, 52) eines Gerüstbelags angepaßt sind.

Belagbohle für Baugerüste aus Schichtholz

MODULAR SCAFFOLDING SYSTEM

Described herein are embodiments of an improved modular scaffolding system. Various embodiments are described herein relating to scaffolding systems wherein truss sections can be coupled together with connectors to achieve length modularity. To assemble the truss sections, each connector is positioned within an opening defined in the horizontal runners of each truss section, such that the connector extends between successive assembled sections, and the connector is further fixed to each section with one or more fasteners. Additionally, each truss section has a vertical member extending between the horizontal runners proximal the connectors in order to enable acceptable vertical loading characteristics.

Post connection adapter

The invention relates to a post connection adapter (40) for detachably fastening a scaffolding post (72.1, 72.2) to a support (24). The post connection adapter (40) comprises a fastening body (90), which has a first fastening-body fastening means in a first fastening-body fastening position and a second fastening-body fastening means in a second fastening-body fastening position and which can be detachably fastened to the support (24) selectively either by means of the first fastening-body fastening means or by means of the second fastening-body fastening means. The first fastening-body fastening position and the second fastening-body fastening position have a fastening position distance between each other of 72 mm. The post connection adapter (40) comprises a post connection body (85), which extends in the direction of the post connection body axis (86) thereof and which is fastened to the fastening body (90). An imaginary center plane containing an imaginary center point at the center ...

FOLDABLE QUAD-CHORD TRUSS

A foldable quad-chord truss which can be connected end-to-end with like trusses. The chords of each pair of chords are rigidly attached, and connector members intermediate the ends are each swivelly attached to each of the chords of each chord pair to effect the folding into a compact shape for transport and storage. The connector members are adapted for attachment to beams or connector members thereof which beams may extend between a parallel pair of the trusses. 1. A quad-chord truss comprising a first pair and a second pair of chords , first webbing rigidly attaching said chords of said first pair , second webbing rigidly attaching said chords of said second pair , at least two connector members spaced longitudinally of said chords , wherein each of said connector members is attached to both of said first pair of chords and to both of said second pair of chords in a manner to effect folding of said chords between a first position wherein said first pair of chords is spread apart from said second pair of chords for use in a platform and a second position wherein said first pair of chords is folded next to said second pair of chords for transport and storage thereof.2. A truss according to further comprising for each of said connector members a bracket rigidly attached to each of said chords and a fastener swivelly attaching said respective connector member to said respective bracket claim 1 , wherein said fasteners for each of said pairs of chords are aligned so that both of said first pair of chords have the same swivelling axis and so that both of said second pair of chords have the same swiveling axis.3. A truss according to further comprising means for locking the truss in said first position claim 2 , wherein said locking means comprises for at least one of said connector members a protruding member on one of said respective bracket and said at least one connector member and an aperture on the other of said respective bracket and said at least one connector ...

Kit for erecting a platform

A kit for erecting a platform. The kit comprises a plurality of quad-chord trusses. Each truss is attachable to others of the truss by eyelets on the ends of the chords. When the chords are spaced horizontally, the eyelet apertures are vertical for receiving pins, which allows a single pin to be inserted in eyelet apertures on one side of the truss so that one truss is swingable horizontally into position for rigid attachment end-to-end by inserting another pin in eyelet apertures on the other side of the truss. Each truss comprises a plurality of connector members for attachment to the trusses along their lengths. The kit further comprises a plurality of cross beams having connector members at their ends to mate with and attach to the truss connector members, and a plurality of tie-up mechanisms attachable to the trusses and to which a supporting line from an overhead structure is attachable. The cross beams have overhangs at their ends for overhanging the upper ones of the chords to allow ...

STIEL-ANSCHLUSS-ADAPTER

TRUSS FRAME, MODULAR TRUSS GIRDER AND BRIDGING AND/OR SUPPORT CONSTRUCTION

The invention relates to a truss frame (20) for constructing a bridging and/or support construction, which truss frame consists of multiple, rod-shaped individual metal parts, namely consisting of two elongated, parallel post pipes (21), each extending in the direction of its longitudinal axis and having an outer circumference (44); two parallel crossbars (22), each extending in the direction of its longitudinal axis and perpendicularly to the post pipes; and an elongated diagonal element (23) that is adjustable in length, which individual parts are hingedly connected to one other by means of bolts (24) such that said parts can be detached from one another. Two parallel connecting plates (36.1, 36.2) are secured in the region of each post pipe end (33.1, 33.2) of the post pipes (21), which plates are disposed on a common, imaginary plane that contains the longitudinal axes of the post pipes (21) and the crossbars (22) and which plates extend away from one another. Each crossbar (22) has ...

Fachwerktragsystem zum Aufbau einer Tragkonstruktion

Fachwerkträgersystem zum Aufbau einer Tragkonstruktion, insbesondere in Kombination mit bestehenden Bauelementen eines modularen Gerüstsystems, mit zumindest einer dreidimensionalen Fachwerkträgereinrichtung (10) mit durchlaufenden Obergurten (12) und Untergurten (14), zwischen Obergurt (12) und Untergurt (14) angeschlossene Diagonalen (16) und Pfosten (18), zwischen zwei Obergurten (12) beziehungsweise Untergurten (14) angeschlossene Querdiagonalen (20) und Querpfosten (22), wobei an jedem Obergurt (12) und Untergurt (14) jeweils in seinen beiden Stirnendbereichen eine Verbindereinheit angeschlossen ist zum Anschluss jeweils einer entsprechenden Verbindereinheit (40.2) einer weiteren Fachwerkträger-einrichtung (10) dadurch gekennzeichnet, dass die Querpfosten (22) als Rechteck- oder Quadratrohrhohlprofile ausgebildet sind, die außenseitig eine Ebene (x, y) Lagerfläche beziehungsweise Anschlussfläche bilden, die Querpfosten (22) Anschlusseinheiten, insbesondere Anschlussausnehmungen (24), zum Anschluss von in Querrichtung (y) verlaufenden Adaptereinheiten (30) zum Anschluss weiterer Bauteile, wie Tragprofile (80), Gerüststiele (82) oder dergleichen an die Adaptereinheit (30) aufweisen, jede Verbindereinheit (40.1, 40.2) eine Verbinderanschlusseinheit, insbesondere Verbindereinheitausnehmung (42) aufweist zum Anschluss von Adaptereinheiten (30) zum Anschluss weiterer Bauteile, wie Tragprofile (80), Gerüststiele (82) oder dergleichen an die Adaptereinheit (30).

Scaffolding system with thinner section for the same load bearing capacity than solid wood

Scaffolding system comprises vertical tubes with longitudinal bearers and transverse cross tubes, covered by planking with end connector braces, linking onto the cross pieces. In an original design, the planking is multi-plywood. Pref. the plies (15) are pressure bonded with a phenolic resin based adhesive layer (17), their exposed ends (13) surrounded and held entire, by the bracing (14). The planking runs horizontally along the length of the scaffolding erection.

Belagbohle aus Schichtholz für System-Baugerüste

DECKENSCHALUNGSTISCH

Fachwerkrahmen, modularer Fachwerkträger und Überbrückungs- und/oder Tragkonstruktion

Die Erfindung betrifft einen Fachwerkrahmen (20) zum Aufbau einer Überbrückungs- und/oder Tragkonstruktion, der aus mehreren, stabförmigen Einzelteilen aus Metall besteht, nämlich aus zwei langgestreckten, sich jeweils in Richtung ihrer Längsachse erstreckenden, jeweils einen Außenumfang (44) aufweisenden, parallelen Pfostenrohren (21), aus zwei sich senkrecht zu diesen jeweils in Richtung ihrer Längsachse erstreckenden, parallelen Querriegeln (22) und aus einem langgestreckten, in seiner Länge verstellbaren Diagonalelement (23), die gelenkig über Bolzen (24) wieder lösbar miteinander verbunden sind. Im Bereich jedes Pfostenrohrendes (33.1, 33.2) der Pfostenrohre (21) sind jeweils zwei parallele Anschlussplatten (36.1, 36.2) befestigt, die in einer die Längsachsen der Pfostenrohre (21) und der Querriegel (22) enthaltenen, gemeinsamen, gedachten Ebene angeordnet sind und die sich voneinander weg erstrecken. Jeder Querriegel (22) hat voneinander weg weisende Querriegelenden (35.1, 35.2), ...

Multi-piece sleeve-like connecting element for attaching stiffeners on inner tube of e.g. vertical pipes, has stiffeners uniformly arranged in specific distance at specific angle around connecting element

The connecting element (5) has a set of fittings fastened to an inner pipe (3) of telescopic building props (1) and another set of fittings fastened to stiffeners (7). The stiffeners are arranged in an axial direction of the building props staying corresponding to fastening units (8) at an outer pipe (2) of the building props for the stiffeners. The fastening units are radially arranged at a distance from a longitudinal axis of the building props, and the stiffeners are uniformly arranged in the distance at 90 degrees around the connecting element.

Access structure integration assembly and integrated access systems and methods of using the same

The invention includes an access structure integration assembly and an integrated system using the assembly. An access structure integrated assembly includes at least one channeled structure and at least one joist socket slidingly engaged with the channeled structure. The channeled structure is configured to secure to a base structure, such as a suspended work platform system, and the joist socket is configured to secure to a second structure, such as a supported work platform system. An integrated system includes a base structure, a second structure and at least two integration assemblies, each assembly including a channeled structure secured to the base structure and a joist socket secured to the second structure and slidingly engaged with the channeled structure.

Access Structure Integration Assembly and Integrated Access Systems and Methods of Using the Same

The invention includes an access structure integration assembly and an integrated system using the assembly. An access structure integrated assembly includes at least one channeled structure and at least one joist socket slidingly engaged with the channeled structure. The channeled structure is configured to secure to a base structure, such as a suspended work platform system, and the joist socket is configured to secure to a second structure, such as a supported work platform system. An integrated system includes a base structure, a second structure and at least two integration assemblies, each assembly including a channeled structure secured to the base structure and a joist socket secured to the second structure and slidingly engaged with the channeled structure.

ARBEITSBUEHNE

COUPLING DEVICE FOR TWO BEAMS

A coupling device suitable for interconnecting two beam ends, wherein the beam with the beam end has an elongate axis, where on - a first beam end is arranged first interconnection units consisting of two first parallel flange elements arranged with a mutual first distance x, wherein the flanges are arranged symmetrically about a plane radial to the axis of the beam, and wherein the plane of each flange is parallel to the longitudinal direction of the beam, and likewise in each flange is designed a cut-out with a cross-section in the plane of the flange; - a second beam end is arranged a second interconnection unit consisting of a second flange with the plane of the second flange in the longitudinal direction of the beam, wherein the width of the second flange across the plane of the second flange is smaller than or equal to x, and where largely perpendicular to the plane of the second flange, a connecting element protrudes on each side of the second flange, wherein the cross-section of the connecting element in the plane of the second flange allows insertion of the connecting element into the cut-outs of the first flanges on the first beam end.

Fachwerkrahmen, modularer Fachwerkträger und Überbrückungs- und/oder Tragkonstruktion

Stiel-Anschluss-Adapter

Die Erfindung betrifft einen Stiel-Anschluss-Adapter (40) zum lösbaren Befestigen eines Gerüststiels (72.1, 72.2) an einem Träger (24). Der Stiel-Anschluss-Adapter (40) umfasst einen Befestigungskörper (90), der an einer ersten Befestigungskörper-Befestigungsposition ein erstes Befestigungskörper-Befestigungsmittel und an einer zweiten Befestigungskörper-Befestigungsposition ein zweites Befestigungskörper-Befestigungsmittel aufweist und der an dem Träger (24) wahlweise entweder über das erste Befestigungskörper-Befestigungsmittel oder über das zweite Befestigungskörper-Befestigungsmittel an dem Träger (24) lösbar befestigbar ist. Die erste Befestigungskörper-Befestigungsposition und die zweite Befestigungskörper-Befestigungsposition weisen einen Befestigungspositions-Abstand zueinander auf, der 72 mm beträgt. Der Stiel-Anschluss-Adapter (40) umfasst einen sich in Richtung seiner Stiel-Anschlusskörper-Achse (86) erstreckenden Stiel-Anschlusskörper (85) auf, der an dem Befestigungskörper ...

BEAM FOR A SCAFFOLDING SYSTEM

The present disclosure relates to a beam (1) for a scaffolding system, comprising a male connection member (12) and a female connection member (22), said male connection member (12) comprising a proximal male set of openings (14) and a distal male set of openings (16), said female connection member (22) comprising a proximal female set of openings (24) and a distal female set of openings (26), said beam (1) being such that it can be connected to a second beam (1') of the same type such that said proximal male set of openings (14) of said beam (1) is aligned with said distal female set of openings (26') of said second beam (1') such that a first alignment line (a1), extending in said vertical direction, extends through said proximal male set of openings (14) as well as said distal female set of openings (26') of said second beam (1'), and such that said distal male set of openings (16) of said beam (1) is aligned with said proximal female set of openings (24') of said second beam (1') such ...

ERECTED PLATFORM AND METHOD OF ERECTING THEREOF

An erected platform which contains parallel lines of trusses connected end-to-end and method of erecting thereof, as illustrated in FIGS. to . Each truss has two sides for chords respectively, with apertures or eyelets at the ends. First and second other trusses for a pair of parallel lines respectively are connected by positioning a first other truss adjacent the decking laid on an existing platform portion. Apertures on first respective sides of the first other truss and one of the existing trusses are connected by a first pin and the first other truss swung into an end-to-end position with the one existing truss and a second pin inserted in apertures on second respective sides of the first other truss and the one existing truss. The first pin is removed and the first other truss swung out of the way so that the second other truss may be attached. The second other truss is positioned adjacent the existing decking and similarly connected end-to-end with the other existing truss. The first other truss is then swung back into position for end-to-end attachment to the one existing truss and the second pin re-inserted. 1. An erected platform wherein the platform is erected by the steps of:providing an existing platform portion which has decking laid on existing parallel trusses wherein an edge of the decking is adjacent ends of two existing ones of the parallel trusses;positioning a first other truss generally adjacent the edge of the decking;aligning apertures on one side of each of ends to be connected of one of the existing trusses and the first other truss;inserting a first pin in the aligned apertures on the one sides respectively of the one existing truss and the first other truss;swinging the first other truss about the first pin to a position for connecting of other sides of the ends to be connected of the first other truss to the one existing truss;aligning apertures on the other side of each of the ends to be connected of the one existing truss and the first ...

CONNECTING MEMBER

Die Erfindung betrifft ein Verbindungsbauteil zur Verbindung von unterschiedlichen Gerüstsystemen, umfassend zumindest einen ersten Verbindungsbereich, welcher zur Verbindung mit einem ersten Gerüstsystem vorgesehen ist und welcher einen Schaft aufweist, welcher sich entlang einer Längsachse erstreckt, und einen Befestigungsbereich, welcher zur Verbindung mit einem zweiten Gerüstsystem vorgesehen ist, wobei der erste Verbindungsbereich und der Befestigungsbereich in Richtung der Längsachse angrenzend aneinander angeordnet sind und der erste Verbindungsbereich zumindest auf seiner vom Befestigungsbereich weg weisenden Seite in seinem Inneren im Schaft eine Aufnahme aufweist, die sich in Richtung der Längsachse erstreckt. Der Befestigungsbereich weist angrenzend an den ersten Verbindungsbereich einen Anschlag auf, welcher sich in einer im Wesentlichen senkrechten Richtung zur Längsachse erstreckt und der Anschlag weist in der Richtung im Wesentlichen senkrecht zur Längsachse die längste Abmessung ...

KIT FOR ERECTING A PLATFORM

A kit for erecting a platform. The kit comprises a plurality of quad-chord trusses. Each truss is attachable to others of the truss by eyelets on the ends of the chords. When the chords are spaced horizontally, the eyelet apertures are vertical for receiving pins, which allows a single pin to be inserted in eyelet apertures on one side of the truss so that one truss is swingable horizontally into position for rigid attachment end-to-end by inserting another pin in eyelet apertures on the other side of the truss. Each truss comprises a plurality of connector members for attachment to the trusses along their lengths. The kit further comprises a plurality of cross beams having connector members at their ends to mate with and attach to the truss connector members, and a plurality of tie-up mechanisms attachable to the trusses and to which a a supporting line from an overhead structure is attachable. The cross beams have overhangs at their ends for overhanging the upper ones of the chords to allow ease of movement along the chords and attachment. A track lies between the chords of each truss to allow movement of bolts along the track into position for insertion into decking apertures for attachment of the decking. The trusses may be foldable for transport and storage.

RUNBACK BACKSTRUCTURE ACCESS SYSTEM

A runback backstructure access system for removably providing access between building floors of a building structure. The system includes: first and second tower legs with first and second rosette attachment connectors; a first landing beam mountable between the first and second tower legs; first and second landing beam support connectors connectable respectively to the rosette attachment connectors; at least one building support connector for connecting the first landing beam to the building structure; third and fourth tower legs with third and fourth rosette attachment connectors; a second landing beam mounted between the third and fourth tower legs; third and fourth landing beam support connectors for connecting to the third and fourth rosette attachment connectors; and at least one strut member for connecting the first landing beam to the second landing beam.

Scaffolding Components, System and Method

The present invention relates to a temporary support structure and scaffolding system and components, and more particularly scaffolding beams and beam connectors, that are ultra-light weight, durable and exhibit high strength.

TRUSS FRAME, MODULAR TRUSS GIRDER AND BRIDGING AND/OR SUPPORT CONSTRUCTION

A truss frame for a bridge and/or support includes two elongated, parallel longitudinally-extending post pipes having an outer circumference; two parallel crossbars extending perpendicularly to the post pipes; and a length-adjustable elongated diagonal element. The parts are hingedly and detachably bolted to one other. Two parallel connecting plates secured near each post pipe end extend away from one another on a common, imaginary plane containing the post pipe and crossbar longitudinal axes. Each crossbar and diagonal element has opposite ends hingedly and detachably bolted to a connecting plate. At least two rosettes are welded to each post pipe at a distance from one another corresponding to an integer multiple of a module scaffold modular size. A connecting body is welded to the connecting plate near at least two post pipe ends associated with the same crossbar and surrounds the respective post pipe outer circumference. 25033133221415750464736136233133221. Truss frame according to claim 1 , wherein a respective rosette of the rosettes () is arranged in the region or in the vicinity of at least those post tube ends (. claim 1 , .) of the post tubes () to which the respective connecting body ( claim 1 , ) is fixedly welded and wherein a respective rosette part of this rosette () respectively projects into and through a receiving slot ( claim 1 , ) of the two connecting plates (. claim 1 , .) respectively secured in the region of these post tube ends (. claim 1 , .) of the post tubes () to these.3361362464741572150. Truss frame according to claim 2 , wherein each connecting plate (. claim 2 , .) having the receiving slot ( claim 2 , ) is fixedly welded to the connecting body ( claim 2 , ) claim 2 , to the post tube () and to the rosette ().44157. Truss frame according to claim 1 , wherein at least two of the connecting bodies () are connecting sleeves and/or at least two of the connecting bodies () are connecting rosettes or connecting discs claim 1 , with or ...

Arrangement to fasten scaffolding covering on a lattice girder scaffolding cross beam

A second retainer (14) is connected displaceably to a first retainer (11) on which the covering (2, 3, 4) of a scaffolding structure is fastened to a cross beam (15) forming a lattice girder. Preferably, the first retainer is an elongated adapter with retaining elements which match corresponding elements on the scaffolding covering, while the second retainer is a clamping coupling and can be moved along a groove aligned in the displacement direction provided in the first retainer. The second retainer can be fixed in place within the groove.

SUPPORT DEVICE, CEILING SUPPORT, CEILING FORMWORK SYSTEM AND METHOD FOR STRIPPING A CEILING FORMWORK PANEL

Die Erfindung betrifft eine Stützeinrichtung (4) für eine Deckenstütze (3) zur Abstützung eines Deckenschalungspaneeles (2). Die Stützeinrichtung (4) weist wenigstens ein oberes längliches Stützelement (7) und ein unteres längliches Stützelement (8) auf. Die Stützelemente (7,8) sind schwenkbar miteinander verbunden, wobei die Stützelemente (7,8) in eine Arbeitsstellung verbringbar sind, in der die Stützelemente (7,8) vorzugsweise koaxial zueinander ausgerichtet sind. Die Stützelemente (7, 8) sind in eine Verkippstellung verschwenkbar, in der die Stützelemente (7,8) um einen Verkippwinkel (α) zueinander verschwenkt sind. Vorgesehen ist ein Verriegelungselement (9), welches die Stützelemente (7,8) in der Arbeitsstellung gegen ein Verschwenken sichert, wobei das Verriegelungselement (9) in der Arbeitsstellung einen Verbindungsbereich (10) zwischen den beiden Stützelementen (7,8) überbrückt. Das Verriegelungselement (9) ist in eine Freigabeposition verbringbar, in der das Verriegelungselement ...

Suspended scaffolding structure and connector therefor

A suspended scaffolding connector includes a central spine comprising an anchor connector at a top end thereof, a bottom lug at a bottom end thereof, and a top lug situated between the anchor connector and bottom lug. The connector further includes at least one top truss connector attached to the top lug and at least one bottom truss connector attached to the bottom lug, where the top and bottom truss connectors are configured and spaced for structural connection to top and bottom connectors of a scaffolding truss. The connector also includes top and bottom truss ledger connectors attached to the spine and situated between the top and bottom lugs and adapted for connection to a scaffolding ledger, and the anchor connector is adapted for connection to a suspension anchor and to support the scaffolding truss through the top and bottom truss connectors.

Putlog

Flexible fastening unit for a beam

POST CONNECTION ADAPTER

A post connection adapter for detachably fastening a scaffolding post to a support includes a fastening body having first and second fastening-body fasteners in first and second fastening-body fastening positions, respectively, and detachably fastenable to the support selectively by the first or second fastener. The first and second positions have a fastening position distance between each other of 72 mm. The post connection adapter includes a post connection body extending toward the post connection body axis and fastened to the fastening body. An imaginary center plane containing an imaginary center point between the first and second positions is offset by 20 mm perpendicular to the center plane and to the post connection body axis, with respect to a post connection body axis plane extending parallel to the center plane and containing the post connection body axis. A device has two identical post connection adapters detachably fastened to a support.

Foldable quad-chord truss

A foldable quad-chord truss which can be connected end-to-end with like trusses. The chords of each pair of chords are rigidly attached, and connector members intermediate the ends are each swivelly attached to each of the chords of each chord pair to effect the folding into a compact shape for transport and storage. The connector members are adapted for attachment to beams or connector members thereof which beams may extend between a parallel pair of the trusses.

SCAFFOLDING SYSTEM FOR USE WITH CURVILINEAR WALLS AND METHOD OF USE

Systems and methods for scaffolding systems for use with curvilinear walls, particularly to fit about the curved wall of a holding tank and to be readily moved to varying heights of the holding talk wall.

armação treliçada, viga treliçada e construção de transposição e/ou suporte

Facade scaffolding

The facade scaffolding (1) comprises a plurality of dismantlable portals (10,12) and non-dismantlable rectangular frameworks (2',2''), in an arrangement transverse to the plane of the facade and linked to one another by means of horizontal and diagonal bars, by way of safety coupling devices (27,28,29,30), not spontaneously dismantlable, which portal (10,12) and frameworks (2',2'') directly support passage platforms (4,4',4'') and likewise support at one or other of the outer or inner sides of the frameworks (2',2''), vertically adjustable brackets (5,6) carrying other service platforms (7,8), which platforms (7,8) carry fixed base plates on at least one of their edges, the vertical members (47,48) of frameworks bounding facade openings being associated by means of girders (72) mounted directly thereon.

Facade scaffolding

The facade scaffolding (1) comprises a plurality of dismantlable portals (10,12) and non-dismantlable rectangular frameworks (2',2''), in an arrangement transverse to the plane of the facade and linked to one another by means of horizontal and diagonal bars, by way of safety coupling devices (27,28,29,30), not spontaneously dismantlable, which portal (10,12) and frameworks (2',2'') directly support passage platforms (4,4',4'') and likewise support at one or other of the outer or inner sides of the frameworks (2',2''), vertically adjustable brackets (5,6) carrying other service platforms (7,8), which platforms (7,8) carry fixed base plates on at least one of their edges, the vertical members (47,48) of frameworks bounding facade openings being associated by means of girders (72) mounted directly thereon.

adapter connection of scaffolding pole

A invenção refere-se a um adaptador de conexão de poste (40) para fixação liberável de um poste de andaime (72.1, 71.2) em um suporte (24). O adaptador de conexão de poste (40) compreende um corpo de fixação (90) que, em uma primeira posição de fixação de corpo de fixação, apresenta um primeiro meio de fixação de corpo de fixação e, em uma segunda posição de fixação de corpo de fixação, apresenta um segundo meio de fixação de corpo de fixação, e que é fixável de modo liberável no suporte (24) opcionalmente através do primeiro meio de fixação de corpo de fixação ou através do segundo meio de fixação de corpo de fixação. A primeira posição de fixação de corpo de fixação e a segunda posição de fixação de corpo de fixação apresentam um distanciamento de posições de fixação uma da outra que é de 72mm. O adaptador de conexão de poste (40) compreende um corpo de conexão de poste (85) que se estende na direção de seu eixo de corpo de conexão de poste (86), o qual está fixado no corpo de fixação (90). Um eixo central imaginário que contém o ponto central imaginário no centro entre a primeira posição de fixação de corpo de fixação e a segunda posição de fixação de corpo de fixação está disposto defasado em relação a um plano de eixos de corpo de conexão de poste que se estende paralelamente e que contém o eixo de corpo de conexão de poste, observado em uma direção perpendicular ao plano central e perpendicular ao eixo de corpo de conexão de poste (86), em um distanciamento que é de 20mm. A invenção também se refere a um dispositivo (121) com dois adaptadores de conexão de poste iguais, os quais estão fixados de modo liberável em um suporte (24). The invention relates to a pole connection adapter (40) for releasably securing a scaffolding pole (72.1, 71.2) to a support (24). The pole connection adapter (40) comprises a fixing body (90) which, in a first fixing body fixing position, has a first fixing body fixing means and, in a second fixing body position fastening device, ...

MONORAIL SYSTEM AND RELATED SCAFFOLD STRUCTURES, SYSTEMS AND METHODS OF USE

QUAD-CHORD TRUSS AND PLATFORM CONTAINING SAME

A foldable quad-chord truss which can be connected end-to-end with like trusses. Each pair of chords are rigidly attached, and connector members intermediate the ends are swivelly attached to the chord pairs to effect the folding into a compact shape for transport and storage. The connector members are adapted for attachment to connector members of beams which may extend perpendicular to a parallel pair of the trusses and attached thereto. The laid trusses and beams is overlaid with sheets of corrugated sheet metal which overlap each other along their adjacent edges. While standing on a sheet of laid sheet metal adjacent ends of an already laid pair of trusses, another truss can be held adjacent the edge of the sheet metal for attaching an end of the other truss along only one side so that it can then be swung outwardly into a position wherein the other end of the other truss can also be attached to rigidly connect the trusses end-to-end.

Truss frame, modular truss girder and bridging and/or support construction

A truss frame for a bridge and/or support includes two elongated, parallel longitudinally-extending post pipes having an outer circumference; two parallel crossbars extending perpendicularly to the post pipes; and a length-adjustable elongated diagonal element. The parts are hingedly and detachably bolted to one other. Two parallel connecting plates secured near each post pipe end extend away from one another on a common, imaginary plane containing the post pipe and crossbar longitudinal axes. Each crossbar and diagonal element has opposite ends hingedly and detachably bolted to a connecting plate. At least two rosettes are welded to each post pipe at a distance from one another corresponding to an integer multiple of a module scaffold modular size. A connecting body is welded to the connecting plate near at least two post pipe ends associated with the same crossbar and surrounds the respective post pipe outer circumference.

Load bearing components and safety deck of an integrated construction system

Various implementations described herein are directed to a load bearing ledger fitting, a modular header beam, a perimeter safety deck, a multi-purpose bearing plate, and a mega-shore bearing plate of an integrated construction system.

Quad-chord truss and platform containing same

A foldable quad-chord truss which can be connected end-to-end with like trusses. Each pair of chords are rigidly attached, and connector members intermediate the ends are swivelly attached to the chord pairs to effect the folding into a compact shape for transport and storage. The connector members are adapted for attachment to connector members of beams which may extend perpendicular to a parallel pair of the trusses and attached thereto. The laid trusses and beams is overlaid with sheets of corrugated sheet metal which overlap each other along their adjacent edges. While standing on a sheet of laid sheet metal adjacent ends of an already laid pair of trusses, another truss can be held adjacent the edge of the sheet metal for attaching an end of the other truss along only one side so that it can then be swung outwardly into a position wherein the other end of the other truss can also be attached to rigidly connect the trusses end-to-end.

Bearing plate of an integrated construction system

Various implementations described herein are directed to a load bearing ledger fitting, a modular header beam, a perimeter safety deck, a multi-purpose bearing plate, and a mega-shore bearing plate of an integrated construction system.

Platform with a track for attaching decking

A platform and a kit therefor. The platform and the kit comprises quad-chord trusses attachable end-to-end and having connector members intermediate thereof, and further comprising beams attachable at their ends to the connector members so that a beam attaches two parallel trusses. A truss comprises first and second pairs of chords which are foldable for storage and transport and unfoldable to use for erection of the platform. A track lies between the upper chords to allow movement of bolts along the track into position to attach for insertion into decking apertures for attachment of the decking. The kit also includes a sturdy and reliable and easy to use tie-up mechanism and railing along the platform perimeter which is quickly and easily attachable and reliable.

Scaffold Clamps

一种脚手架夹具(500)，其包括间隔器翼部(512)，所述间隔器翼部具有仔细选定的尺寸以使脚手架管件(12、512、514)能够在管件叠加构造中和/或在夹具叠加构造中相互垂直连接。本发明有助于使用用于支承脚手架板件的相同横梁管件将脚手架组件加固到墙壁。本发明的另一个优点在于能够形成在管件叠加构造中的垂直脚手架管件(12)与水平脚手架管件(512、514)的“鸟巢”交叉。所述脚手架夹具(500)包括第一和第二爪型部(52)，以及一组相应可松脱夹持部(54)，所述一组相应可松脱夹持部与所述爪型部(52)中每一个关联以便在使用中将相应脚手架管件(12、512、514)紧固在所述爪型部(52)与其相应夹持部(54)之间，其中所述脚手架夹具(500)还包括位于所述爪型部(52)之间的间隔器(56、504)，以及其中每个爪型部(52)包括从其任一侧横向延伸的一对翼部(512)。

Flexible fastening unit for a beam

ACCESS STRUCTURE INTEGRATION ASSEMBLY AND INTEGRATED ACCESS SYSTEMS AND METHODS OF USING THE SAME

The invention includes an access structure integration assembly and an integrated system using the assembly. An access structure integrated assembly includes at least one channeled structure and at least one joist socket slidingly engaged with the channeled structure. The channeled structure is configured to secure to a base structure, such as a suspended work platform system, and the joist socket is configured to secure to a second structure, such as a supported work platform system. An integrated system includes a base structure, a second structure and at least two integration assemblies, each assembly including a channeled structure secured to the base structure and a joist socket secured to the second structure and slidingly engaged with the channeled structure.

Load Bearing Components and Safety Deck of an Integrated Construction System

Various implementations described herein are directed to a load bearing ledger fitting, a modular header beam, a perimeter safety deck, a multi-purpose bearing plate, and a mega-shore bearing plate of an integrated construction system.

Access structure integration assembly and integrated access systems and methods of using the same

The invention includes an access structure integration assembly and an integrated system using the assembly. An access structure integrated assembly includes at least one channeled structure and at least one joist socket slidingly engaged with the channeled structure. The channeled structure is configured to secure to a base structure, such as a suspended work platform system, and the joist socket is configured to secure to a second structure, such as a supported work platform system. An integrated system includes a base structure, a second structure and at least two integration assemblies, each assembly including a channeled structure secured to the base structure and a joist socket secured to the second structure and slidingly engaged with the channeled structure.

SUSPENDED SCAFFOLDING STRUCTURE AND CONNECTOR THEREFOR

A suspended scaffolding connector includes a central spine comprising an anchor connector at a top end thereof, a bottom lug at a bottom end thereof, and a top lug situated between the anchor connector and bottom lug. The connector further includes at least one top truss connector attached to the top lug and at least one bottom truss connector attached to the bottom lug, where the top and bottom truss connectors are configured and spaced for structural connection to top and bottom connectors of a scaffolding truss. The connector also includes top and bottom truss ledger connectors attached to the spine and situated between the top and bottom lugs and adapted for connection to a scaffolding ledger, and the anchor connector is adapted for connection to a suspension anchor and to support the scaffolding truss through the top and bottom truss connectors. 120-. (canceled)21. A suspended scaffolding connector comprising:a central spine;an anchor connector at a top end of the spine;a lower set of truss connectors attached to the spine at a first location spaced apart from the top end of the spine, the lower set of truss connectors comprising first and second co-axial truss connectors projecting perpendicular to the spine in opposing directions; andan upper set of truss connectors attached to the spine at a second location between the lower set of truss connectors and the top end of the spine, the upper set of truss connectors comprising first and second co-axial upper truss connectors projecting perpendicular to the spine in opposing directions, the upper truss connectors co-planar with and parallel to the lower truss connectors,wherein, the upper and lower first truss connectors are spaced apart to respectively engage upper and lower members of a first scaffolding truss and the upper and lower second truss connectors are spaced apart to respectively engage upper and lower members of a second scaffolding truss such that, when suspended from an overhead suspension point by ...

Scaffolding Components, System and Method

The present invention relates to a temporary support structure and scaffolding system and components, and more particularly scaffolding beams and beam connectors, that are ultra-light weight, durable and exhibit high strength.

Mobile Scaffolding Device

본 발명은 이동식 비계 장치에 관한 것이다. 상기 이동식 비계 장치는, 수직바 및 수평바를 연결하여 프레임을 형성한 복수의 제1 프레임부, 상기 수직바의 외측으로 볼록하게 형성되는 잠금부, 상기 수직바의 일단 및 타단에 형성되는 체결홀, 및 상기 수직바의 타단에 각도조절이 가능하도록 형성되는 고정부를 포함하는 제1 본체부, 상기 잠금부에 체결되어, 상기 복수의 제1 프레임부를 서로 연결하는 복수의 제1 교차가새, 상기 체결홀에 체결되는 직선핀에 의해 상기 제1 본체부의 복수의 제1 프레임부에 일단에 각각 연결되는 복수의 제2 프레임부를 포함하는 제2 본체부, 상기 복수의 제2 프레임부를 서로 연결하는 복수의 제2 교차가새, 상기 고정부를 통해 상기 제1 본체부의 일측으로 연장되도록 결합되는 제1 확장 본체부, 꺾인핀에 의해 상기 제1 확장 본체부의 일단에 연결되는 제2 확장 본체부, 상기 제1 본체부 및 상기 제1 확장 본체부를 연결하는 제1 보조가새, 상기 제2 본체부 및 상기 제2 확장 본체부를 연결하고, 상기 제1 보조가새와 교차하는 각도로 배치되는 제2 보조가새 및 제3 보조가새, 상기 복수의 제1 본체부 사이에 설치되는 발판부, 및 상기 제1 본체부 및 상기 제1 확장 본체부 사이에 설치되는 확장 발판부를 포함하되, 상기 제1 보조가새는, 지면과 평행하게 배치되고, 상기 제2 보조가새는, 지면을 기준으로 제1 각도만큼 기울어진 상태로 상기 제2 본체부 및 상기 제2 확장 본체부 사이를 연결하고, 상기 제3 보조가새는, 지면으로 기준으로 상기 제1 각도보다 큰 제2 각도만큼 기울어진 상태로 상기 제2 본체부 및 상기 제2 확장 본체부를 연결하는 것을 포함한다. The present invention relates to a mobile scaffolding device. The movable scaffolding device includes a plurality of first frame parts formed by connecting vertical and horizontal bars to form a frame, a locking part convexly formed to the outside of the vertical bar, fastening holes formed at one end and the other end of the vertical bar, And a first body portion including a fixing portion formed at the other end of the vertical bar to be angularly adjustable, a plurality of first cross braces fastened to the locking portion and connecting the plurality of first frame portions to each other; A second body portion including a plurality of second frame portions each connected to one end of the plurality of first frame portions of the first body portion by straight pins fastened to fastening holes, and a plurality of second frame portions connecting the plurality of second frame portions to each other. A second cross brace of, a first extension main body coupled to extend to one side of the first main body through the fixing part, a second extension main body connected to one end of the first extension main body by a bent pin, the A first auxiliary ...

Scaffolding of steel wire type having multi-function

A multi-functional steel wire type scaffolding is provided to improve the convenience of a user by easily coupling a steel wire with a strut using a coupling member, an installing member and a tension member. A multi-functional steel wire type scaffolding comprises struts(200) which are installed at constant intervals to obtain a certain space serving as a passage. A coupling member is movably installed on the strut(200). One end of an installing member is detachably coupled to the coupling member. The other end of the installing member is coupled to a tension member through a screw. A tension force of a steel wire(300) is controlled by the rotation of the tension member. The coupling member includes a guiding unit and a coupling unit.

Connecting component

The invention relates to a connecting component for connecting different scaffolding systems, comprising at least a first connection region, which is provided for 5 connection to a first scaffolding system and which has a shaft that extends along a longitudinal axis, and an attachment region which is provided for connection to a second scaffolding system, wherein the first connection region and the attachment region are arranged adjacent to one another in the direction of the longitudinal axis and the first connection region has a receptacle in its interior in the shaft, at least on 10 its side pointing away from the attachment region, which extends in the direction of the longitudinal axis. The attachment region has an abutment adjacent to the first connection region extending in a direction essentially perpendicular to the longitudinal axis, and the abutment has the longest dimension of the attachment region in the direction essentially perpendicular to the longitudinal axis. The invention 15 further relates to a scaffolding section for connecting different scaffolding systems with a connecting component. [Fig. 2] 46 1/3 100 1 31 31 3 F11 Fig. 1 152 15 151 111 14 11 121 b 123 M12 1 1 1221 121a 1221 b, )-, 6 123 122 22a12 22 b G 123a 1222:7/ 12211 123b 1221 a 13-/132 122 131 Fig. 2

Connecting part

本发明涉及一种用于连接不同脚手架系统的连接部件，该连接部件包括：至少一个第一连接区域，其设置成用于连接到第一脚手架系统，并且具有沿纵轴线延伸的轴；以及附接区域，其设置成用于连接到第二脚手架系统，其中，所述第一连接区域和所述附接区域在所述纵轴线的方向上彼此相邻布置，并且所述第一连接区域至少在其远离所述附接区域的一侧在所述轴中具有在所述纵轴线的方向上延伸的位于其内部的接纳部。所述附接区域具有与所述第一连接区域相邻的支座，该支座在基本垂直于所述纵轴线的方向上延伸，并且所述支座在基本垂直于所述纵轴线的方向上具有所述附接区域的最长的尺寸。本发明进一步涉及一种用于用连接部件连接不同脚手架系统的脚手架节段。

Post connection adapter

The invention relates to a post connection adapter (40) for detachably fastening a scaffolding post (72.1, 72.2) to a support (24). The post connection adapter (40) comprises a fastening body (90), which has a first fastening-body fastening means in a first fastening-body fastening position and a second fastening-body fastening means in a second fastening-body fastening position and which can be detachably fastened to the support (24) selectively either by means of the first fastening-body fastening means or by means of the second fastening-body fastening means. The first fastening-body fastening position and the second fastening-body fastening position have a fastening position distance between each other of 72 mm. The post connection adapter (40) comprises a post connection body (85), which extends in the direction of the post connection body axis (86) thereof and which is fastened to the fastening body (90). An imaginary center plane containing an imaginary center point at the center between the first fastening-body fastening position and the second fastening-body fastening position is offset at a distance of 20 mm, in a direction perpendicular to the center plane and perpendicular to the post connection body axis (86), with respect to a post connection body axis plane, which extends parallel to the center plane and contains the post connection body axis. The invention further relates to a device (121) having two identical post connection adapters, which are detachably fastened to a support (24).

LATTERED FRAME, LATTERED BEAM AND TRANSPOSITION AND/OR SUPPORT CONSTRUCTION

ARMAÇÃO TRELIÇADA, VIGA TRELIÇADA E CONSTRUÇÃO DE TRANSPOSIÇÃO E/OU SUPORTE. A invenção refere-se a uma armação treliçada (20) para uma construção de transposição e/ou suporte, que consiste em várias partes individuais de metal, a saber, em dois tubos de poste (21) alongados, paralelos, cada um estendendo na direção de seu eixo longitudinal e tendo um perímetro externo (44); duas barras transversais (22) paralelas, cada uma se estendendo na direção de seu eixo longitudinal, e perpendicularmente aos tubos de poste (21); e um elemento diagonal (23) alongado, ajustável em comprimento, cujas partes individuais são conectadas de modo articulado entre si através de pinos (24), de modo desprendível. Na região de cada extremidade de tubo de poste (33.1, 33.2) dos tubos de poste (21) estão fixadas duas placas de conexão (36.1, 36.2) paralelas, que são dispostas em um plano imaginário comum, que contém os eixos longitudinais dos tubos de poste (21) e as barras transversais (22) e que se estendem afastando entre si. O elemento diagonal (23) tem extremidades de elemento diagonal (61.2, 62.2) voltadas opostas uma à outra, cada uma fixada por meio de um pino (24), em uma placa de conexão (36.1, 36.2) das placas de conexão. Na região de pelo menos duas extremidades de tubo de poste (33.1, 33.2) dos tubos de poste (21), associadas à mesma barra transversal (...). LATTERED FRAME, LATTERED BEAM AND TRANSPOSITION AND/OR SUPPORT CONSTRUCTION. The invention relates to a lattice frame (20) for a transposition and/or support construction, which consists of several individual metal parts, namely, two parallel, elongated pole tubes (21), each extending in direction of its longitudinal axis and having an outer perimeter (44); two parallel crossbars (22), each extending in the direction of its longitudinal axis, and perpendicular to the pole tubes (21); and an elongated diagonal element (23), adjustable in length, whose individual parts are hingedly connected to each other via pins (24) in a ...

Scaffolding components, system and method.

La presente invención se refiere a una estructura de soporte temporal y sistemas de andamio y componentes, y más en particular a vigas de andamio y conectores de viga, los cuales son de peso ultraligero, durables y que exhiben una alta resistencia.

Truss frame, modular truss girder and bridging and/or support construction

The invention relates to a truss frame, a modular truss girder and bridging and/or support construction. The invention seeks to resolve attachment and/or extension issues, together with weight issues, observed in prior art frames. Thus the invention provides a frame (20) for construction of a bridging and/or support construction, which frame consists of a plurality of rod-shaped individual parts of metal, namely of at least two elongate parallel post tubes (21) each extending in the direction of the longitudinal axis (26) thereof and each having an outer circumference (44), at least two elongate parallel crossbars (22) each extending in the direction of the longitudinal axis (27) thereof, which crossbars extend perpendicularly to the post tubes (21), and at least one elongate diagonal element (23) which is adjustable in its length by way of integrated length adjusting means (65) and which extends in the direction of the longitudinal axis (49) thereof between diagonally opposite corner regions (53.1, 53.2) of the truss frame (20), wherein each post tube (21) of the post tubes (21) has post tube ends (33.1, 33.2) facing away from one another, wherein two parallel connecting plates (36.1, 36.2) are respectively secured in the region of each post tube end (33.1, 33.2) of the post tube ends (33.1, 33.2) and extend parallel to the longitudinal axes (26) of the post tubes (21) and parallel to the longitudinal axes (27) of the crossbars (22), wherein each crossbar (22) has crossbar ends (35.1, 35.2) which face away from one another and which are each pivotably and detachably secured to an associated connecting plate (36.1, 36.2) of the connecting plates (36.1, 36.2) by means of a respective bolt (24), wherein the at least one diagonal element (23) has diagonal element ends (61.2, 62.2) which face away from one another and which are each pivotably and detachably secured to an associated connecting plate (36.1, 36.2) of the connecting plates (36.1, 36.2) by means of a ...

Connecting component

The invention relates to a connecting component for connecting different scaffolding systems, comprising at least a first connection region, which is provided for 5connection to a first scaffolding system and which has a shaft that extends along a longitudinal axis, and an attachment region which is provided for connection to a second scaffolding system, wherein the first connection region and the attachment region are arranged adjacent to one another in the direction of the longitudinal axis and the first connection region has a receptacle in its interior in the shaft, at least on 10its side pointing away from the attachment region, which extends in the direction of the longitudinal axis. The attachment region has an abutment adjacent to the first connection region extending in a direction essentially perpendicular to the longitudinal axis, and the abutment has the longest dimension of the attachment region in the direction essentially perpendicular to the longitudinal axis. The invention 15further relates to a scaffolding section for connecting different scaffolding systems with a connecting component.

Scaffolding components, system and method

The present invention relates to a temporary support structure and scaffolding system and components, and more particularly scaffolding beams and beam connectors, that are ultralight weight, durable and exhibit high strength.

Support system for fabricating precasted concrete and method for constructing the same

1. 청구범위에 기재된 발명이 속한 기술분야 1. TECHNICAL FIELD OF THE INVENTION 본 발명은 프리캐스트 콘크리트 조립용 서포트 시스템 및 그 시공방법에 관한 것이다. The present invention relates to a support system for precast concrete assembly and a construction method thereof. 2. 발명이 해결하려고 하는 기술적 과제 2. The technical problem to be solved by the invention 종래 프리캐스트 콘크리트 조립시 사용되던 재래식 서포트를 시스템화하여 서포트의 설치 및 해체를 용이하게 하고, 무수축 몰탈 충전시 거푸집으로 겸용할 수 있어 현장에서의 시공 효율성을 향상시킬 수 있는 프리캐스트 콘크리트용 서포트 시스템 및 그 시공방법을 제공하도록 한다. Supporting system for precast concrete that can improve the installation efficiency in the field as it can be installed and dismantled by systemizing the conventional support used in the assembly of precast concrete, and can also be used as formwork when filling non-shrink mortar. And to provide the construction method. 3. 발명의 해결방법의 요지 3. Summary of Solution to Invention 본 발명은, 프리캐스트 콘크리트 조립용 서포트 시스템에 있어서, 벽체에 미리 삽입해 둔 다수의 앵커에 앵글과 너트로 밀착 고정되되, 벽체와 밀착되는 일측 상부 모서리에는 러버 패드가 부착되어 무수축 몰탈 충전시 상기 무수축 몰탈이 새는 것을 방지하게 되는 멍에와, 상기 멍에에 수직 ·수평으로 조립 설치되어 상부의 하중을 지지하는 수직 ·수평동바리와, 상기 멍에 상부에 안착되며 조립 작업시 작업자의 발판으로 이용되는 작업발판, 및 상기 작업발판으로 작업자가 이동할 수 있도록 상기 수평동바리에 연결 설치되는 가설 사다리를 구비하는 것을 특징으로 한다. The present invention, in the support system for precast concrete assembly, is securely fixed by the angle and nut to a plurality of anchors inserted in advance in the wall, the rubber pad is attached to one side of the upper edge in close contact with the wall when the non-shrink mortar filling Yoke to prevent leakage of the non-shrink mortar, and vertical and horizontal copper bar is installed vertically and horizontally mounted on the yoke to support the load of the upper, and the yoke is mounted on the upper part of the yoke is used as a foothold of the operator during assembly work It is characterized in that it has a working scaffold, and a temporary ladder that is connected to the horizontal bar so that the worker can move to the working scaffold. 4. 발명의 중요한 용도 4. Important uses of the invention 프리캐스트 콘크리트 조립시, 상기 프리캐스트 콘크리트를 지지하고 고정시키며, 조립하는 ...

안전 달비계 및 그 가설공법

본 발명은 교량이나 선반식 부두와 같은 구조물의 하부를 보수하기 위하여 가설되는 달비계에 관한 것으로, 구조물의 하단에 체결된 앵커볼트(25)와, 구조물의 하부에 위치되는 단관(15)에 체결된 클램프(21)를 수직 및 사선으로 연결하는 인장재(11)를 구성하고, 준비단계와 가설단계로 달비계를 가설하여 달비계의 가설과 해체가 간편하면서도 안전하고, 달비계 가설을 위한 중장비가 요구되지 않아 가설비용이 절감되도록 한 것이다.

Urządzenie wspornikowe, podpory stropowe, system szalunku stropowego i sposób rozszalowywania panelu szalunku stropowego

Gerüstbrücke

Sistema de monorriel y estructuras, sistemas y metodos de uso de andamio relacionados.

Una instalación de monorriel incluye un primer sistema de andamio que comprende al menos un miembro estructural que es una estructura alargada que tiene un cordón inferior y una pluralidad de nudos a lo largo del cordón inferior; al menos una viga de monorriel; y al menos una estructura de soporte configurada para asegurarse a el, al menos un miembro estructural en o alrededor de al menos dos nudos y a la al menos una viga de monorriel.

脚手架护栏的连接结构

一种脚手架护栏的连接结构，其特征在于：所述连接结构包括插接头和连接头两部分，所述插接头和所述连接头通过铆钉或螺栓定位连接，且所述连接头上对应所述铆钉或螺栓设有长圆孔；所述插接头朝向立柱的一插接盘的一侧开设有一卡口，并且该卡口上下贯通，用以插组一楔子，该楔子将所述插接头定位于插接盘中。相比现有技术而言，本实用新型设计简单，能有效解决现有技术会因加工工差导致组装不便的问题，并且使得护栏的拆装更为便利，也提升了客户的使用感受。

Scaffolding structure comprising beam elements for the realization of apertures

Scaffolding structure comprising a plurality of metal frames (30) removably constrained to each other, each metal frame (30) consisting of at least two mutually spaced uprights (300) and of at least one crosspiece (301) for connection of the two uprights (300), which uprights (300) have lower clamps (302) at their lower ends and top plugs (303) at their upper ends. The structure comprises one or more beam elements (1) for the realization of one or more apertures (2), the beam element (1) having an upper surface (10) and a lower surface (11) and being provided with through holes (12) between the upper surface (10) and the lower surface (11), which holes (12) are sized in such a way that they constitute below seats of engagement for the said top plugs (303) of metal frames (30) and constitute above seats of engagement for dual plug connecting bases (4) with the said lower clamps (302) of further metal frames (30), the structure being formed by metal frames (30) having their own top plugs (303) inserted in the lower mouth of the holes (12) and by further metal frames connected with their own lower clamps to said dual plug bases (4) inserted in the upper mouth of the holes (12).

Connector

一种钢衍架对接组装装置

本发明涉及钢衍架组装技术领域，具体为一种钢衍架对接组装装置及其使用方法，包括钢衍架一和钢衍架二，所述钢衍架一和钢衍架二上设置有具有限位钢槽一升降功能的升降机构。本发明中，升降机构的设置，将定位螺栓二拧紧至滑动钢柱二的其中一个限位孔A上，以此来起到紧固支撑的作用，通过采用上述方法，可以针对不同高度的刚钢衍架进行调整高度来符合要求，同时其调整方法简单，便于使用者操作和节省制作时间的优点；同时连接机构中的连接板与连接组件的配合下，使钢衍架一和钢衍架二可以快速对折，以此起到便于使用者拿取的优点，避免单个独立的钢衍架一或钢衍架二需要依次拿取和依次拼接组装的麻烦。

Connector

Coupling device

A coupling device suitable for interconnecting two beam ends is provided, wherein the beam with the beam end has an elongate axis, where on a first beam end is arranged first interconnection units having two first parallel flange elements arranged with a mutual first distance x, wherein in each flange is designed a cut-out with a cross-section in the plane of the flange; a second beam end is arranged a second interconnection unit having a second flange, the width of the second flange across the plane of the second flange is smaller than or equal to x, and where largely perpendicular to the plane of the second flange, a connecting element protrudes on each side of the second flange, the cross-section of the connecting element in the plane of the second flange allows insertion of the connecting element into the cut-outs of the first flanges on the first beam end.

프리캐스트 콘크리트 조립용 서포트 시스템 및 그 시공방법

1. 청구범위에 기재된 발명이 속한 기술분야 본 발명은 프리캐스트 콘크리트 조립용 서포트 시스템 및 그 시공방법에 관한 것이다. 2. 발명이 해결하려고 하는 기술적 과제 종래 프리캐스트 콘크리트 조립시 사용되던 재래식 서포트를 시스템화하여 서포트의 설치 및 해체를 용이하게 하고, 무수축 몰탈 충전시 거푸집으로 겸용할 수 있어 현장에서의 시공 효율성을 향상시킬 수 있는 프리캐스트 콘크리트용 서포트 시스템 및 그 시공방법을 제공하도록 한다. 3. 발명의 해결방법의 요지 본 발명은, 프리캐스트 콘크리트 조립용 서포트 시스템에 있어서, 벽체에 미리 삽입해 둔 다수의 앵커에 앵글과 너트로 밀착 고정되되, 벽체와 밀착되는 일측 상부 모서리에는 러버 패드가 부착되어 무수축 몰탈 충전시 상기 무수축 몰탈이 새는 것을 방지하게 되는 멍에와, 상기 멍에에 수직 ·수평으로 조립 설치되어 상부의 하중을 지지하는 수직 ·수평동바리와, 상기 멍에 상부에 안착되며 조립 작업시 작업자의 발판으로 이용되는 작업발판, 및 상기 작업발판으로 작업자가 이동할 수 있도록 상기 수평동바리에 연결 설치되는 가설 사다리를 구비하는 것을 특징으로 한다. 4. 발명의 중요한 용도 프리캐스트 콘크리트 조립시, 상기 프리캐스트 콘크리트를 지지하고 고정시키며, 조립하는 동안 작업자의 작업발판으로 이용된다.

一种无附着模块化自升式全方位操作面提供系统

本发明公开一种无附着模块化自升式全方位操作面提供系统，包括设置在建筑物阴阳转角点处的四个竖塔；还包括设置在竖塔上的顶升套架，顶升套架包括三个正方体框架拼接成的立架，最下面正方体框架的两侧安装有液压千斤顶，并在下面两节正方体框架外侧安装顶升操作平台，其中中间的正方体框架装设标准节暂放梁，位于最上面正方体框架装设辅助吊轨并在辅助吊轨上活动有辅助吊运小车，所述辅助吊运小车从地面吊起待接高的标准节；位于相邻两个顶升套架之间设置有带轨道横梁，沿所述带轨道横梁的轨道上滑动有行走小车，所述行走小车的下方安装有升降吊篮，本发明不受制于建筑物外立面造型，即可提供全方位操作面，同时具有模块化特点与自升功能。

Monorail system and related scaffold structures, systems and methods of use

A monorail assembly includes a first scaffold system comprising at least one framework member being an elongated structure having a bottom chord and a plurality of panel points along the bottom chord; at least one monorail beam; and at least one bracket structure configured to secure to the at least one framework member at or about at least two panel points and to the at least one monorail beam.

Stützeinrichtung, deckenstützen, deckenschalungssystem und verfahren zum ausschalen eines deckenschalungspaneels

Conjunto monotrilho e sistema monotrilho

conjunto monotrilho e sistema monotrilho. um conjunto monotrilho inclui um primeiro sistema de andaime compreendendo pelo menos um membro estrutural sendo uma estrutura alongada com uma corda inferior e uma pluralidade de pontos de painel ao longo da corda inferior; pelo menos uma trave do monotrilho; e pelo menos uma estrutura de suporte configurada para se prender ao pelo menos um membro estrutural em ou sobre pelo menos dois pontos de painel e à pelo menos uma trave do monotrilho.

Scaffolding truss

基于拉杆式悬挑钢梁的盘扣式外脚手架结构及施工方法

本申请公开了一种基于拉杆式悬挑钢梁的盘扣式外脚手架结构及施工方法，其包括水平悬挑设置在建筑外墙表面的悬挑钢梁结构、用于斜拉悬挑钢梁结构的斜拉杆、设置在所述悬挑钢梁结构上的盘扣式外脚手架本体以及若干块脚手板，所述盘扣式外脚手架本体内预留有若干脚手板的铺装位置；所述斜拉杆穿设于其中一块脚手板的铺装位置，所述斜拉杆两侧的脚手板之间设置有若干根水平支撑杆件，所述斜拉杆穿设于两根水平支撑杆件之间的间隙中，若干根所述水平支撑杆件上铺设有钢板。本申请具有提高外脚手架结构的整体安装质量的效果。

Koblingsanordning

Denne opfindelse angår en koblingsanordning, egnet til at sammenkoble to bjælkeender hvor bjælken med bjælkeenden har en langstrakt akse, hvor der på - en første bjælkeende, er arrangeret første sammenkoblingsenheder bestående af to første parallelle flange elementer arrangeret med en indbyrdes første afstand x, hvor flangerne er arrangeret symmetrisk om et plan der står radialt på bjælkens akse, og hvor hver flanges plan er parallelt med bjælkens længderetning, ligesom der i hver flange er udformet en indskæring med et tværsnit i flangens plan; - en anden bjælkeende er arrangeret en anden sammenkoblingsenhed, bestående af en anden flange med den anden flanges plan i bjælkens længderetning, hvor bredden af den anden flange på tværs af den anden flanges plan er mindre eller lig x, og hvor der stort set vinkelret på den anden flanges plan udrager et forbindelseselement på hver side af den anden flange, hvor forbindelseselements tværsnit i den anden flanges plan muliggør indsættelse af forbindelseselementet i indskæringerne i de første flanger på den første bjælkeende.

Coupling device

The present invention relates to a coupling device suitable for interconnecting two beam ends, wherein the beam with the beam end has an elongate axis, where on - a first beam end is arranged first interconnection units consisting of two first parallel flange elements arranged with a mutual first distance x, wherein the flanges are arranged symmetrically about a plane radial to the axis of the beam, and wherein the plane of each flange is parallel to the longitudinal direction of the beam, and likewise in each flange is designed a cut-out with a cross-section in the plane of the flange; - a second beam end is arranged a second interconnection unit consisting of a second flange with the plane of the second flange in the longitudinal direction of the beam, wherein the width of the second flange across the plane of the sec-ond flange is smaller than or equal to x, and where largely perpendicular to the plane of the second flange, a connecting element protrudes on each side of the second flange, wherein the cross-section of the connecting element in the plane of the second flange allows insertion of the connecting element into the cut-outs of the first flanges on the first beam end.

Verbindungsbauteil

Scaffolding truss

A scaffold truss comprising a hollow, rectangular upper horizontal member having vertical side walls and top and bottom walls; a hollow, rectangular lower horizontal member having vertical side walls and top and bottom walls, the lower horizontal member being separated from the upper horizontal member; a plurality of diagonal bracing members to fixedly join the upper horizontal member with the lower horizontal member, each of the plurality of diagonal bracing members forming an X-shape with another diagonal bracing member; and a plurality of vertical members to fixedly join the upper horizontal member with the lower horizontal member; wherein a thickness of the vertical side walls of the horizontal members is greater than a thickness of the top and bottom walls of the horizontal members.

Support means, ceiling supports, ceiling framework system and method for removing a ceiling framework panel

A support means for a ceiling support for supporting a ceiling formwork panel. The support means has at least one upper elongated support element and a lower elongated support element. The support elements are rotationally connected to one another, with the support elements being able to be brought into a working position in which the support elements are preferably aligned coaxially with one another. The support elements can be rotated into a tilted position in which the support elements are rotated relative to one another by a tilting angle. A locking element is provided, which secures the support elements against rotating in the working position, the locking element bridging a connecting region between the two support elements in the working position. The locking element can be brought into a release position in which the locking element is arranged outside the connecting region.

Spindelstrebe

Eine Spindelstrebe umfasst ein in Richtung einer Längsachse (L) langgestrecktes Stützstangenelement (12) mit einem ersten axialen Endabschnitt (18) und einem zweiten axialen Endabschnitt (20), ein bezüglich des Stützstangenelements (12) um die Längsachse (L) drehbares Spindelmutterelement (16), wobei das Spindelmutterelement (16) am ersten axialen Endabschnitt (18) des Stützstangenelements (12) in beiden axialen Richtungen gegen axiale Bewegung bezüglich des Stützstangenelements (12) gehalten ist, so dass eine Drehung des Spindelmutterelements (16) um die Längsachse (L) im Wesentlichen nicht zu einer axialen Bewegung des Spindelmutterelements (16) bezüglich des Stützstangenelements (12) führt, ein in Richtung der Längsachse (L) langgestrecktes Spindelstangenelement (14), wobei das Spindelstangenelement (14) mit dem Spindelmutterelement (16) in Gewindeeingriff steht, so dass eine Drehung des Spindelmutterelements (16) um die Längsachse (L) zu einer axialen Bewegung des Spindelstangenelements (14) bezüglich des Stützstangenelements (12) führt.

Post connection adapter

A post connection adapter for detachably fastening a scaffolding post to a support includes a fastening body having first and second fastening-body fasteners in first and second fastening-body fastening positions, respectively, and detachably fastenable to the support selectively by the first or second fastener. The first and second positions have a fastening position distance between each other of 72 mm. The post connection adapter includes a post connection body extending toward the post connection body axis and fastened to the fastening body. An imaginary center plane containing an imaginary center point between the first and second positions is offset by 20 mm perpendicular to the center plane and to the post connection body axis, with respect to a post connection body axis plane extending parallel to the center plane and containing the post connection body axis. A device has two identical post connection adapters detachably fastened to a support.

Erected platform and method of erecting thereof

An erected platform which contains parallel lines of trusses connected end-to-end and method of erecting thereof, as illustrated in FIGS. 20 to 23. Each truss has two sides for chords respectively, with apertures or eyelets at the ends. First and second other trusses for a pair of parallel lines respectively are connected by positioning a first other truss adjacent the decking laid on an existing platform portion. Apertures on first respective sides of the first other truss and one of the existing trusses are connected by a first pin and the first other truss swung into an end-to-end position with the one existing truss and a second pin inserted in apertures on second respective sides of the first other truss and the one existing truss. The first pin is removed and the first other truss swung out of the way so that the second other truss may be attached. The second other truss is positioned adjacent the existing decking and similarly connected end-to-end with the other existing truss. The first other truss is then swung back into position for end-to-end attachment to the one existing truss and the second pin re-inserted.

モノレールシステムおよび関連の足場構造体、システム、および、使用の方法

モノレールアッセンブリは、底部弦材と底部弦材に沿った複数のパネルポイントとを有している細長い構造体である少なくとも１つのフレームワーク部材を含む、第１の足場システムと、少なくとも１つのモノレールビームと、少なくとも２つのパネルポイントにおいてまたはその周りで少なくとも１つのフレームワーク部材に固定され、また、少なくとも１つのモノレールビームに固定されるように構成されている少なくとも１つのブラケット構造体とを含む。

足場装置及び足場装置の組立方法

【課題】本発明は、足場装置を構成する部品を軽量化して、組立作業が容易となり、組み立てにかかる時間を短縮できる足場装置及び足場装置の組立方法の提供を目的とする。【解決手段】前記課題を解決するための手段は、一対の縦梁２，２と、一対の横梁３，３と、縦梁２の各端部と横梁３の各端部の間に配置されて縦梁２と横梁３を同一平面上で回転可能に連結する４つの結合部材５とを有する枠体６と、縦梁２，２間に所定の間隔で架け渡される２つ以上の中間梁７と、縦梁２，２間に架け渡されるとともに少なくとも１つの中間梁７に支持される中間梁７の設置数より１枚多い足場板８とを備えることを特徴とする。【選択図】 図１

足場装置及び足場装置の組立方法

【課題】本発明は、足場装置を構成する部品を軽量化して、組立作業が容易となり、組み立てに かかる時間を短縮できる足場装置及び足場装置の組立方法の提供を目的とする。 【解決手段】　前記課題を解決するための手段は、一対の縦梁２，２と、一対の横梁３，３と、縦梁２ の各端部と横梁３の各端部の間に配置されて縦梁２と横梁３を同一平面上で回転可能に連 結する４つの結合部材５とを有する枠体６と、縦梁２，２間に所定の間隔で架け渡される ２つ以上の中間梁７と、縦梁２，２間に架け渡されるとともに少なくとも１つの中間梁７ に支持される中間梁７の設置数より１枚多い足場板８とを備えることを特徴とする。

足場装置及び足場装置の組立方法

前記課題を解決するための手段は、一対の縦梁（２，２）と、一対の横梁（３，３）と、縦梁（２）の各端部と横梁（３）の各端部の間に配置されて縦梁（２）と横梁（３）を同一平面上で回転可能に連結する４つの結合部材（５）とを有する枠体（６）と、縦梁（２，２）間に所定の間隔で架け渡される２つ以上の中間梁（７）と、縦梁（２，２）間に架け渡されるとともに少なくとも１つの中間梁（７）に支持される中間梁（７）の設置数より１枚多い足場板（８）とを備えることを特徴とする。

Spindelstrebe

Eine Spindelstrebe umfasst ein in Richtung einer Längsachse (L) langgestrecktes Stützstangenelement (12) mit einem ersten axialen Endabschnitt (18) und einem zweiten axialen Endabschnitt (20), ein bezüglich des Stützstangenelements (12) um die Längsachse (L) drehbares Spindelmutterelement (16), wobei das Spindelmutterelement (16) am ersten axialen Endabschnitt (18) des Stützstangenelements (12) in beiden axialen Richtungen gegen axiale Bewegung bezüglich des Stützstangenelements (12) gehalten ist, so dass eine Drehung des Spindelmutterelements (16) um die Längsachse (L) im Wesentlichen nicht zu einer axialen Bewegung des Spindelmutterelements (16) bezüglich des Stützstangenelements (12) führt, ein in Richtung der Längsachse (L) langgestrecktes Spindelstangenelement (14), wobei das Spindelstangenelement (14) mit dem Spindelmutterelement (16) in Gewindeeingriff steht, so dass eine Drehung des Spindelmutterelements (16) um die Längsachse (L) zu einer axialen Bewegung des Spindelstangenelements (14) bezüglich des Stützstangenelements (12) führt.

Module de jonction pour platelage suspendu

Module de jonction (1a, 1b, 1c) pour platelage suspendu et platelage équipé d’un tel module. Le module comporte un fût tubulaire vertical (10) de diamètre adapté à l’accrochage de suspentes (40), ledit fût étant relié à au moins deux montants tubulaires verticaux (11) équidistants du fût, deux montants directement consécutifs étant disposés à 90° l’un de l’autre, chacun des montants comportant deux extrémités, chacune de ces extrémités étant pourvue de moyens (12) de connexion destinés à recevoir des terminaisons de connexion complémentaires de poutres en treillis (20). Figure pour l’abrégé : Fig. 7

Spindle strut

A spindle strut comprises: a support rod element (12) which is elongate in the direction of a longitudinal axis (L) and which has a first axial end portion (18) and a second axial end portion (20); a spindle nut element (16) which can be rotated about the longitudinal axis (L) with respect to the support rod element (12), wherein the spindle nut element (16) is held against axial movement with respect to the support rod element (12) in both axial directions on the first axial end portion (18) of the support rod element (12) such that a rotation of the spindle nut element (16) about the longitudinal axis (L) substantially does not lead to an axial movement of the spindle nut element (16) with respect to the support rod element (12); and a spindle rod element (14) which is elongate in the direction of the longitudinal axis (L), wherein the spindle rod element (14) is in threaded engagement with the spindle nut element (16) such that a rotation of the spindle nut element (16) about the longitudinal axis (L) leads to an axial movement of the spindle rod element (14) with respect to the support rod element (12).

Spindle strut

A spindle strut comprises a support rod element which is elongated in the direction of a longitudinal axis and has a first axial end portion and a second axial end portion, a spindle nut element which can be rotated about the longitudinal axis with respect to the support rod element, wherein the spindle nut element is held at the first axial end portion of the support rod element in both axial directions against axial movement with respect to the support rod element, so that rotation of the spindle nut element about the longitudinal axis essentially does not result in an axial movement of the spindle nut element with respect to the support rod element, a spindle rod element which is elongated in the direction of the longitudinal axis, wherein the spindle rod element is in threaded engagement with the spindle nut element, so that rotation of the spindle nut element about the longitudinal axis results in an axial movement of the spindle rod element with respect to the support rod element.

Spindelstrebe

Eine Spindelstrebe umfasst ein in Richtung einer Längsachse (L) langgestrecktes Stützstangenelement (12) mit einem ersten axialen Endabschnitt (18) und einem zweiten axialen Endabschnitt (20), ein bezüglich des Stützstangenelements (12) um die Längsachse (L) drehbares Spindelmutterelement (16), wobei das Spindelmutterelement (16) am ersten axialen Endabschnitt (18) des Stützstangenelements (12) in beiden axialen Richtungen gegen axiale Bewegung bezüglich des Stützstangenelements (12) gehalten ist, so dass eine Drehung des Spindelmutterelements (16) um die Längsachse (L) im Wesentlichen nicht zu einer axialen Bewegung des Spindelmutterelements (16) bezüglich des Stützstangenelements (12) führt, ein in Richtung der Längsachse (L) langgestrecktes Spindelstangenelement (14), wobei das Spindelstangenelement (14) mit dem Spindelmutterelement (16) in Gewindeeingriff steht, so dass eine Drehung des Spindelmutterelements (16) um die Längsachse (L) zu einer axialen Bewegung des Spindelstangenelements (14) bezüglich des Stützstangenelements (12) führt.

一种承插型盘扣式钢管支撑架双槽钢托梁

本发明公开了一种承插型盘扣式钢管支撑架双槽钢托梁，包括双槽钢，圆管和套筒，所述双槽钢上设置有若干连接孔，所述圆管设置于双槽钢之间，该圆管两端通过连接件将双槽钢连接固定；所述套筒与双槽钢垂直设置，该套筒上设置有圆盘，所述套筒伸入双槽钢间隔中与双槽钢相配合，所述圆盘位于双槽钢上方，该圆盘底部与双槽钢顶部相接触；所述双槽钢表面采用热镀锌处理。本发明设计的双槽钢托梁，在工程使用中增加了立杆间距，减少了承插型盘扣脚手架材料使用量，将适用范围扩大，提升架体使用性，保证架体整体安全性的同时，节约成本，即实现了自身的结构形式保证了构件的基本安全，增加国内外建筑支撑架的使用范围，同时也保证自身安全。

单轨系统以及相关的脚手架结构、系统及使用方法

一种单轨组件包括：第一脚手架系统，所述第一脚手架系统包括至少一个框架构件，所述至少一个框架构件是具有下弦杆和沿着所述下弦杆的多个节点的细长结构；至少一个单轨梁；以及至少一个支架结构，所述至少一个支架结构被配置成在至少两个节点处或在所述至少两个节点附近固定到所述至少一个框架构件并且固定到所述至少一个单轨梁。

Scaffold device and assembly method for scaffold device

[Problem] The purpose of the present invention is to provide: a scaffold device with which the weight of components constituting the scaffold device is reduced, assembly work is easy, and time taken for assembly can be shortened; and an assembly method for the scaffold device. [Solution] The means for solving the problem is characterized by comprising: a frame body 6 having a pair of vertical beams 2, 2, a pair of horizontal beams 3, 3 and four coupling members 5 that are disposed between respective ends of the vertical beams 2 and respective ends of the horizontal beams 3 and that connect the vertical beams 2 and the horizontal beams 3 so as to be capable of rotating on the same plane; two or more intermediate beams 7 spanning between the vertical beams 2, 2 at prescribed intervals; and scaffolding boards 8 that span between the vertical beams 2, 2, are supported on at least one of the intermediate beams 7, and are greater in number by one than the number of installed intermediate beams 7.

Componentes de andamio, sistema y metodo.

La presente invención se refiere a una estructura de soporte temporal y sistemas de andamio y componentes, y más en particular a vigas de andamio y conectores de viga, los cuales son de peso ultraligero, durables y que exhiben una alta resistencia.

一种建筑施工架及建筑施工架的制造方法

本发明公开了一种建筑施工架及建筑施工架的制造方法，涉及建筑施工设备领域。本发明包括连接板，连接板的对角处均装设有安装杆，安装杆的两端均活动配合有连接杆，四个连接杆之间活动配合有一个活动板，活动板内滑动配合有伸缩板，连接板一侧活动配合有爬梯；两个相邻的连接杆相对侧均滑动配合有圆筒，两个圆筒之间转动配合有一个转动筒，圆筒内滑动配合有插杆，转动筒内装设有调节组件，调节组件与两个插杆相配合，插杆与活动板相配合。本发明通过设置的转动筒，能使转动筒连接两个连接杆，使两个连接杆能连接一起进行运输或组装，从而减少运输时连接杆出现丢失的情况，在组装时便于连接杆与活动板进行组装拼接。

一种用于超高层核心筒斜墙施工的挂架系统

本发明公开了一种用于超高层核心筒斜墙施工的挂架系统，包括爬升系统和挂架系统，挂架系统设置在墙体两侧，爬升系统带动挂架系统提升，墙体为斜墙，挂架系统包括内挂架和外挂架，内挂架设置在斜墙倾斜的一侧，外挂架设置在斜墙的另一侧；本发明采用外挂架立杆与滑梁之间通过滚轮连接，外挂架能沿着滑梁朝靠近斜墙方向移动，为斜墙段施工提供满足作业需要的操作平台；同时，走道板、第一翻板和第二翻板采用耳板和销栓进行连接，翻板可灵活翻转，方便安拆施工；内挂架立杆能从横梁和滑梁上拆除，方便内挂架立杆在高空进行局部拆改；通过外挂架整体滑动和内挂架局部拆改，实现挂架系统在斜墙段的整体提升，节省施工工期，避免高空拆除和吊装作业。

一种高支模架防偏移装置

本申请涉及一种高支模架防偏移装置，包括多个竖杆、多个横杆以及防偏移组件，每一竖杆的外周壁均套设有连接筒，连接筒的外周壁设有多个连接套，横杆的两端分别插设于相邻两个连接筒的连接套，多个竖杆和多个横杆之间组合形成立方体结构；防偏移组件包括两组呈交叉排布的对拉杆件，对拉杆件的两端分别用于连接呈对角分布的两个竖杆的连接筒，每一连接筒均设置有对接件，对拉杆件的两端分别通过对接件可拆卸安装于连接筒。本申请的一种高支模架防偏移装置能够提高高支模架的防偏移性能。

一种盘扣架与预应力张拉组合大跨度桁架结构

本申请公开了一种盘扣架与预应力张拉组合大跨度桁架结构，其包括桁架框体以及张拉组件，所述桁架框体包括挂耳立杆以及水平连接杆，所述挂耳立杆竖直设置有两根，所述水平连接杆在两所述挂耳立杆之间平行连接有两根，所述挂耳立杆与所述水平连接杆的连接节点处设置有用于连接的连接耳板，所述张拉组件倾斜设置于所述桁架框体中并连接于相对的两所述连接耳板之间。本申请具有提高组合式桁架的承载力和安全性能，增加承插型盘扣式钢管脚手架在各种场景应用中的适用性的效果。

一种钢衍架对接组装装置

本发明涉及钢衍架组装技术领域，具体为一种钢衍架对接组装装置及其使用方法，包括钢衍架一和钢衍架二，所述钢衍架一和钢衍架二上设置有具有限位钢槽一升降功能的升降机构。本发明中，升降机构的设置，将定位螺栓二拧紧至滑动钢柱二的其中一个限位孔A上，以此来起到紧固支撑的作用，通过采用上述方法，可以针对不同高度的刚钢衍架进行调整高度来符合要求，同时其调整方法简单，便于使用者操作和节省制作时间的优点；同时连接机构中的连接板与连接组件的配合下，使钢衍架一和钢衍架二可以快速对折，以此起到便于使用者拿取的优点，避免单个独立的钢衍架一或钢衍架二需要依次拿取和依次拼接组装的麻烦。

基于拉杆式悬挑钢梁的盘扣式外脚手架结构及施工方法

本申请公开了一种基于拉杆式悬挑钢梁的盘扣式外脚手架结构及施工方法，其包括水平悬挑设置在建筑外墙表面的悬挑钢梁结构、用于斜拉悬挑钢梁结构的斜拉杆、设置在所述悬挑钢梁结构上的盘扣式外脚手架本体以及若干块脚手板，所述盘扣式外脚手架本体内预留有若干脚手板的铺装位置；所述斜拉杆穿设于其中一块脚手板的铺装位置，所述斜拉杆两侧的脚手板之间设置有若干根水平支撑杆件，所述斜拉杆穿设于两根水平支撑杆件之间的间隙中，若干根所述水平支撑杆件上铺设有钢板。本申请具有提高外脚手架结构的整体安装质量的效果。

一种脚手架铝合金横梁

本发明公开了一种脚手架铝合金横梁，涉及脚手架横梁技术领域，包括铝合金材质的横梁，横梁轴向两端均固定有支撑杆，且支撑杆的端部固定有半圆形对卡座，横梁轴向两端均滑动套接有调节套筒，调节套筒外壁铰接有拉杆，拉杆的端部铰接有J型拉动座，J型拉动座的弯曲部位与半圆形对卡座组成包围在脚手架竖杆外壁的包裹件，横梁轴向两端径向侧壁均开设有缓冲槽，缓冲槽内滑动设有限位板，限位凸块与限位齿槽卡接。本发明将J型拉动座的弯曲部位与半圆形对卡座稳定卡在脚手架竖杆外壁上，实现将横梁稳定拼装在脚手架竖杆上，安装后的横梁的高度架起的踏板，避免施工人员频繁弯腰或者踮起脚尖来接触施工位置进行施工，满足实际施工所需支撑高度。

一种无附着模块化自升式全方位操作面提供系统

本发明公开一种无附着模块化自升式全方位操作面提供系统，包括设置在建筑物阴阳转角点处的四个竖塔；还包括设置在竖塔上的顶升套架，顶升套架包括三个正方体框架拼接成的立架，最下面正方体框架的两侧安装有液压千斤顶，并在下面两节正方体框架外侧安装顶升操作平台，其中中间的正方体框架装设标准节暂放梁，位于最上面正方体框架装设辅助吊轨并在辅助吊轨上活动有辅助吊运小车，所述辅助吊运小车从地面吊起待接高的标准节；位于相邻两个顶升套架之间设置有带轨道横梁，沿所述带轨道横梁的轨道上滑动有行走小车，所述行走小车的下方安装有升降吊篮，本发明不受制于建筑物外立面造型，即可提供全方位操作面，同时具有模块化特点与自升功能。

一种用于地下土建的移动式施工平台

本发明公开了一种用于地下土建的移动式施工平台，包括施工平台框架、支撑格条和支撑主杆，所述支撑主杆的外侧设有主杆连接模块，所述主杆连接模块的一端设有高度调整模块，所述施工平台框架的前端与后端下方均设有加固模块，所述加固模块主要包括加固箱，所述加固箱的前端与后端均开设有侧进入槽，所述加固箱的内壁面还设有旋转挡板，所述加固模块的左右两端均设有连接定位模块，本发明中，通过对加固模块的高度调整，由加固模块辅助支撑，增加施工平台搭设后在渗水状态下的稳定性，且在渗水积存的液体完全排出后，加固箱内进入的部分液体，增加加固模块的自重，增加支撑主杆于湿润的渗水底面上的滑动难度，增加施工平台的稳定性。

一种操作凳及用于采光井的操作平台

本发明涉及建筑设备技术领域，公开了一种操作凳及用于采光井的操作平台，其特征在于，包括两组折叠单元，所述折叠单元包括平台板、两根凳腿、第一横挡以及斜撑杆；两块所述平台板分别通过所述第一侧沿铰接，两块所述平台板能够在展开位置和折叠位置之间相对转动，当处于所述展开位置时，两块所述平台板对接并处于同一水平面，当处于所述折叠位置时，两块所述平台板以第一板面相对的方式相互叠设。通过折叠收纳的方式缩小了所述操作凳的体积，方便将操作凳置入采光井内部，随后再将上述平台板、凳腿、斜撑杆展开并固定于所述框架梁和所述悬臂上端，方便施工人员对采光井外墙进行打凿修补。

一种高支模架防偏移装置

本申请涉及一种高支模架防偏移装置，包括多个竖杆、多个横杆以及防偏移组件，每一竖杆的外周壁均套设有连接筒，连接筒的外周壁设有多个连接套，横杆的两端分别插设于相邻两个连接筒的连接套，多个竖杆和多个横杆之间组合形成立方体结构；防偏移组件包括两组呈交叉排布的对拉杆件，对拉杆件的两端分别用于连接呈对角分布的两个竖杆的连接筒，每一连接筒均设置有对接件，对拉杆件的两端分别通过对接件可拆卸安装于连接筒。本申请的一种高支模架防偏移装置能够提高高支模架的防偏移性能。

一种盘扣架与预应力张拉组合大跨度桁架结构

本申请公开了一种盘扣架与预应力张拉组合大跨度桁架结构，其包括桁架框体以及张拉组件，所述桁架框体包括挂耳立杆以及水平连接杆，所述挂耳立杆竖直设置有两根，所述水平连接杆在两所述挂耳立杆之间平行连接有两根，所述挂耳立杆与所述水平连接杆的连接节点处设置有用于连接的连接耳板，所述张拉组件倾斜设置于所述桁架框体中并连接于相对的两所述连接耳板之间。本申请具有提高组合式桁架的承载力和安全性能，增加承插型盘扣式钢管脚手架在各种场景应用中的适用性的效果。

连接部件

本发明涉及一种用于连接不同脚手架系统的连接部件，该连接部件包括：至少一个第一连接区域，其设置成用于连接到第一脚手架系统，并且具有沿纵轴线延伸的轴；以及附接区域，其设置成用于连接到第二脚手架系统，其中，所述第一连接区域和所述附接区域在所述纵轴线的方向上彼此相邻布置，并且所述第一连接区域至少在其远离所述附接区域的一侧在所述轴中具有在所述纵轴线的方向上延伸的位于其内部的接纳部。所述附接区域具有与所述第一连接区域相邻的支座，该支座在基本垂直于所述纵轴线的方向上延伸，并且所述支座在基本垂直于所述纵轴线的方向上具有所述附接区域的最长的尺寸。本发明进一步涉及一种用于用连接部件连接不同脚手架系统的脚手架节段。

支撑装置、天花板支撑件、天花板模板系统以及移除天花板模板面板的方法

本申请涉及一种用于天花板支撑件(3)的支撑装置(4)，用于支撑天花板模板面板(2)。支撑装置(4)包括至少一个上部细长支撑元件(7)和至少一个下部细长支撑元件(8)。支撑元件(7、8)枢转地彼此连接，并且能够进入工作位置，在工作位置，支撑元件(7、8)优选同轴地彼此对齐。支撑元件(7、8)能够枢转至倾斜位置，在倾斜位置，支撑元件(7、8)能够以倾斜角(α)彼此枢转。提供锁定元件(9)，其在所述工作位置紧固所述支撑元件(7、8)防止枢转，锁定元件(9)在工作位置跨越两个支撑元件(7、8)之间的连接区域(10)。锁定元件(9)能够进入释放位置，在释放位置，锁定元件(9)布置在连接区域(10)之外。

单轨系统以及相关的脚手架结构、系统及使用方法

一种单轨组件包括：第一脚手架系统，所述第一脚手架系统包括至少一个框架构件，所述至少一个框架构件是具有下弦杆和沿着所述下弦杆的多个节点的细长结构；至少一个单轨梁；以及至少一个支架结构，所述至少一个支架结构被配置成在至少两个节点处或在所述至少两个节点附近固定到所述至少一个框架构件并且固定到所述至少一个单轨梁。

一种脚手架铝合金横梁

本发明公开了一种脚手架铝合金横梁，涉及脚手架横梁技术领域，包括铝合金材质的横梁，横梁轴向两端均固定有支撑杆，且支撑杆的端部固定有半圆形对卡座，横梁轴向两端均滑动套接有调节套筒，调节套筒外壁铰接有拉杆，拉杆的端部铰接有J型拉动座，J型拉动座的弯曲部位与半圆形对卡座组成包围在脚手架竖杆外壁的包裹件，横梁轴向两端径向侧壁均开设有缓冲槽，缓冲槽内滑动设有限位板，限位凸块与限位齿槽卡接。本发明将J型拉动座的弯曲部位与半圆形对卡座稳定卡在脚手架竖杆外壁上，实现将横梁稳定拼装在脚手架竖杆上，安装后的横梁的高度架起的踏板，避免施工人员频繁弯腰或者踮起脚尖来接触施工位置进行施工，满足实际施工所需支撑高度。

一种用于地下土建的移动式施工平台

本发明公开了一种用于地下土建的移动式施工平台，包括施工平台框架、支撑格条和支撑主杆，所述支撑主杆的外侧设有主杆连接模块，所述主杆连接模块的一端设有高度调整模块，所述施工平台框架的前端与后端下方均设有加固模块，所述加固模块主要包括加固箱，所述加固箱的前端与后端均开设有侧进入槽，所述加固箱的内壁面还设有旋转挡板，所述加固模块的左右两端均设有连接定位模块，本发明中，通过对加固模块的高度调整，由加固模块辅助支撑，增加施工平台搭设后在渗水状态下的稳定性，且在渗水积存的液体完全排出后，加固箱内进入的部分液体，增加加固模块的自重，增加支撑主杆于湿润的渗水底面上的滑动难度，增加施工平台的稳定性。

Free-standing access structure

用于超高超限混凝土施工的钢托支模架及其安装方法

本发明公开了一种用于超高超限混凝土施工的钢托支模架及其安装方法，本发明通过圆钢柱、圆钢横梁构成两个互相垂直多个圆柱钢横面和圆柱钢竖面，其中圆柱钢横面和圆柱钢竖面彼此交错形成一个立体支撑受力骨架，由于圆柱钢横面和圆柱钢竖面上的受力主体（即单根圆钢柱，同一面上的同一直线上圆钢横梁）都是直线结构，在整体受力骨架收到外部压力或拉力作用下，即对应的受力主体受到的外力则是对其进行拉伸或压缩，对于大跨度、大空间、大荷载的钢筋混凝土结构形式，大大的满足结构安全施工、质量、进度和成本节约的要求提供了一种更合理的施工方法和结构。

一种承插型盘扣式钢管支撑架双槽钢托梁

本发明公开了一种承插型盘扣式钢管支撑架双槽钢托梁，包括双槽钢，圆管和套筒，所述双槽钢上设置有若干连接孔，所述圆管设置于双槽钢之间，该圆管两端通过连接件将双槽钢连接固定；所述套筒与双槽钢垂直设置，该套筒上设置有圆盘，所述套筒伸入双槽钢间隔中与双槽钢相配合，所述圆盘位于双槽钢上方，该圆盘底部与双槽钢顶部相接触；所述双槽钢表面采用热镀锌处理。本发明设计的双槽钢托梁，在工程使用中增加了立杆间距，减少了承插型盘扣脚手架材料使用量，将适用范围扩大，提升架体使用性，保证架体整体安全性的同时，节约成本，即实现了自身的结构形式保证了构件的基本安全，增加国内外建筑支撑架的使用范围，同时也保证自身安全。

Erected platform

A platform erected by adding an other platform portion to an existing platform portion, as illustrated in FIGS. 20 to 23, by holding a first other truss adjacent decking of the existing portion, connecting ends of sides of the first other truss and a first existing truss with a first pin, swinging the first other truss about the first pin, and connecting ends of other sides of the first other truss and first existing truss with a second pin. In order to similarly connect a second other truss to a second existing truss, the first pin is removed and the first other truss is swung out of the way. After the second other truss is connected to the second existing truss, the first other truss is swung back into position and the first pin re-inserted. Decking is applied to the first and second other trusses.