Shoring post with supplemental beam support

A shoring post having an elongate body with a lengthwise axis, a top and a bottom. A first beam support assembly is at one vertical location on the elongate body, with a second beam support assembly at a second vertical location on the elongate body. The second vertical location is spaced along the lengthwise axis from the first vertical location. The first and second beam support assemblies are configured to support separate load bearing beams.

Pressure-applying telescopic spacer

The present invention relates to a pressure-applying telescopic spacer in which the improvements can be applied, being formed by two tubes ( 1 and 2 ) telescopically coupleable to one another with a manually operated blocking element between them, its ends having supports ( 7 and 8 ) on the elements to be spaced. The improvements consist of placing a spring ( 14 ) inside the telescopic tubes ( 1 and 2 ) which can be an expansion or compression spring in order to retract or elongate the telescopic tubes ( 1 and 2 ) automatically once the blocking element between them has been released with a single hand, whether the spacer itself is in the vertical, inclined, or horizontal position.

Telescopic Apparatus

A telescopic apparatus includes two tubes, a positioning unit and two contact units. The tubes are telescopically connected to each other. The positioning unit is operable for moving and positioning the tubes relative to each other. Each of the contact units includes a cap secured to a relative one of the tubes and a pad pivotally and elastically connected to the cap.

Mobile support apparatus

A mobile support apparatus that includes one or more extension and retraction devices and a unit that is releasably attachable to vertical members of the apparatus such that the apparatus can be extended in one or more stages to a vertical height that is substantially greater than the height of the fully retracted apparatus. The mobile support apparatus is useful for a multitude of new and existing construction-related applications.

Systems and Methods for Attaching Barrier Sheet Material to Extensible Pole Assemblies

A system for connecting sheet material to a pole extending between a first surface and a second surface comprises a foot member a foot member comprising a first attraction member and a second attraction member. The foot member is detachably attached to a first end of the pole. A second end of the pole is in contact with the first surface. The first and second attraction members are magnetically attracted to each other such that a first portion of the sheet material is detachably attached to the foot member. The foot member engages the second surface to hold the sheet material in a desired configuration relative to the first surface and the second surface. 1. A system for connecting sheet material to a pole extending between a first surface and a second surface , comprising:a foot member comprising a first attraction member;a second attraction member; wherebythe foot member is detachably attached to a first end of the pole;a second end of the pole is in contact with the first surface;the first and second attraction members are magnetically attracted to each other such that a first portion of the sheet material is detachably attached to the foot member; andthe foot member engages the second surface to hold the sheet material in a desired configuration relative to the first surface and the second surface.2. A system as recited in claim 1 , in which the foot member comprises:a body portion;a flange portion adapted to engage the second surface; andat least one arm portion extending between the body portion and the flange portion; wherebythe flange portion of the foot member engages the second surface through a second portion of the sheet material; andthe at least one arm portion deforms when the flange portion applies pressure to the second surface through the second portion of the sheet material.3. A system as recited in claim 2 , in which the foot member defines a plurality of arm portions claim 2 , where at least one of the arm portions deforms when the flange portion ...

Telescopic safety device

A safety device 1 includes a telescopic tubular body 2 with an axial space which is bounded by an outer casing 3 and through which an extending part 4 is axially movable. The outer casing 3 and the extending part 4 are adjustable relative to each other between a relatively compact starting position and at least one extended position. At least one blocking body 7 is provided in the space between the outer casing 3 and the extending part 4 which blocks a movement of the extending part 4 into the outer casing 3, while the at least one blocking body 7 allows a reverse movement of the extending part out of the outer casing.

Locking System for Adjustable Telescopic Props

A locking device for preventing unauthorized retraction of a telescopic prop is made up of an adjustable clamp which can be fitted round the outer circumference of the prop together with a fastener for tightening the clamp, such as a nut and bolt with anti-tamper heads and a shield to prevent access to the head with a gripping instrument. The device can be placed around the outer circumference of an extended prop adjacent to the collar such that once the clamp is tightened the collar is sandwiched between the locking device and the pin. Alternatively the device can be placed around the outer circumference of the inner tube of the prop adjacent to and abutting the end of the outer tube of the prop in order to prevent unauthorized retraction of the prop. 1. A locking device for preventing unauthorized retraction of a telescopic prop , the device comprising:an adjustable clamp adapted to be fitted around an outer circumference of the telescopic prop;a fastener adapted to tighten the clamp, the fastener comprising an anti-tamper head; anda shield configured to prevent access to the head with a gripping instrument.2. The locking device of claim 1 , wherein the telescopic prop comprises an adjustable telescopic prop claim 1 , and wherein the adjustable clamp is adapted to fit around an outer circumference of an outer tube of the adjustable telescopic prop.3. The locking device of claim 1 , wherein the telescopic prop comprises an adjustable telescopic prop claim 1 , and wherein the adjustable clamp is adapted to fit around an outer circumference of an inner tube of the adjustable telescopic prop.4. The locking device of claim 1 , wherein the adjustable clamp is adapted to be adjustable so as to fit around and tighten onto both inner and outer tubes of the telescopic prop.5. The locking device of claim 1 , wherein the an inner diameter of the adjustable clamp in an open position is at least 40 mm and the inner diameter of the adjustable clamp in a tightened position is ...

Scaffolding

The invention relates to a bridge that is for use with a scaffolding standard. The standard may comprise of an elongate pipe to which there is secured at least one rosette of a kind that presents a plurality of apertures about the pipe at which a connection to said standard can be established by other scaffolding components. The bridge is capable of connection to said rosette at at least two said apertures, said bridge allowing a scaffolding component to be secured thereto to be positioned and supported by said bridge at a location not catered for by any aperture of said rosette.

PARTITION MOUNT SYSTEM INCLUDING HEAD COUPLER WITH ADJUSTABLE HEAD LENGTH AND HEAD POSITION

A coupler comprises a first channel having a first axis of extension in a first horizontal direction and a second channel having a second axis of extension in the first horizontal direction. The second axis of extension is parallel to and spaced apart from the first axis of extension in a second horizontal direction. The second axis of extension has a pitch angle relative to the first axis of extension in a vertical direction, the pitch angle being less than 180 degrees. The first and second channels each include head-mounting features, the head-mounting features constructed and arranged to retain an elongated head to the coupler while permitting movement of the elongated head relative to the coupler in the first horizontal direction. 1a first channel having a first axis of extension in a first horizontal direction;a second channel having a second axis of extension in the first horizontal direction, the second axis of extension parallel to and spaced apart from the first axis of extension in a second horizontal direction, the second axis of extension having a pitch angle relative to the first axis of extension in a vertical direction, the pitch angle being less than 180 degrees;the first channel including first head-mounting features, the head-mounting features constructed and arranged to retain a first elongated head to the coupler while permitting movement of the first elongated head relative to the coupler in the first horizontal direction; andthe second channel including second head-mounting features, the head-mounting features constructed and arranged to retain a second elongated head to the coupler while permitting movement of the second elongated head relative to the coupler in the second horizontal direction.. A coupler comprising: This application is a continuation application of U.S. patent application Ser. No. 15/216,877, filed Jul. 22, 2016, which claims the benefit of U.S. Provisional Patent Application Ser. No. 62/196,598, filed Jul. 24, 2015, the ...

POLE CLAMP SYSTEM FOR PARTITION MOUNT

A pole clamp system for mounting between a pole and an abutting surface includes a pole interface configured to interface with a side body portion of a pole, a guide portion extending from the pole interface, a locking plate extending from the pole interface adjacent to the guide portion, a biasing unit extending through the guide portion and the locking plate, and a head interface coupled to the biasing unit. The biasing unit outwardly biases the pole interface and head interface in opposite directions. 1. A pole clamp system for mounting between a pole and an abutting surface comprising:a pole interface configured to interface with a side body portion of a pole;a guide portion extending from the pole interface;a locking plate extending from the pole interface adjacent to the guide portion;a biasing unit extending through the guide portion and the locking plate; anda head interface coupled to the biasing unit;wherein the biasing unit outwardly biases the pole interface and head interface in opposite directions.2. The pole clamp system of claim 1 , wherein the pole interface comprises a base portion and a hook extending in a first direction at an angle from the base portion.3. The pole clamp system of claim 2 , wherein the base portion is offset from the biasing unit and extends in parallel to the biasing unit.4. The pole clamp system of claim 2 , wherein the hook comprises two points of contact for interfacing with a pole.5. The pole clamp system of claim 2 , wherein the guide portion and the locking plate extend from the base portion in a second direction opposite to the first direction.6. The pole clamp system of claim 1 , wherein the biasing unit is linear.7. The pole clamp system of claim 1 , wherein the biasing unit comprises:a pole segment having a first end and a second end, the pole segment being adjustable in length between the first end and the second end, the pole segment having a longitudinal axis;a rod that extends into the second end of the pole ...

COMPRESSION POST WITH VISUAL INDICATION SYSTEM

Example aspects of an indicator for a compression post, a compression post for a building, and a method for using a compression post are disclosed. The indicator for a compression post can comprise a leg configured to engage a support plate of the compression post; and an indication portion supported by the leg and comprising; a first visual indicator configured to indicate that the compression post is in an uncompressed configuration; and a second visual indicator configured to indicate that the compression post is in a compressed configuration. 1. An indicator for a compression post comprising:a leg configured to engage a support plate of the compression post; and a first visual indicator configured to indicate that the compression post is in an uncompressed configuration; and', 'a second visual indicator configured to indicate that the compression post is in a compressed configuration., 'an indication portion supported by the leg and comprising;'}2. The indicator for a compression post of claim 1 , wherein;the leg defines a first end and a second end distal to the first end; anda bottom plate is attached to the leg at first end.3. The indicator for a compression post of claim 2 , wherein a slot is defined in the leg proximate to the second end.4. The indicator for a compression post of claim 1 , further comprising a central portion extending between the leg and the indication portion.5. The indicator for a compression post of claim 4 , wherein the central portion extends from the leg at an angle relative thereto.6. The indicator for a compression post of claim 1 , wherein the second visual indicator is positioned between the first visual indicator and the leg.7. The indicator for a compression post of claim 1 , wherein the leg extends substantially parallel to the indication portion.8. A compression post for a building comprising:a post outer shell defining a hollow interior and comprising a first section and a second section;an inner post slidably engaged with ...

COMPRESSION POST WITH RETAINER CLIP

Example aspects of a retainer clip for a compression post, a compression post for a building, and a method of adjusting a length of a compression post are disclosed. The retainer clip can comprise a retainer body defining a first lateral body end, a second lateral body end opposite the first lateral end, a retainer opening formed through the retainer body and positioned between the first and second lateral body ends, and a retainer tab extending into the retainer opening; a biasing element positioner extending from the second lateral body end, the biasing element positioner comprising a positioner end wall, the positioner end wall defining an inner surface; and a biasing element engaging the inner surface of the biasing element positioner.

Buckling-restrained brace with flat energy dissipation element, building and assembly method

A buckling-restrained brace with a flat energy dissipation element, a building with the brace and an assembly method of the brace belongs to the field of force-resisting members of structural engineering. The brace includes a telescopic inner restrained member, an outer restrained member sleeved outside the inner restrained member, and the flat energy dissipation element between the inner and outer restrained members; the inner restrained member includes a first and a second steel square tube which are connected; the flat energy dissipation element includes four flat fuses, and two ends of each fuse are connected to four sides of the first and second steel square tube by bolts; and the inner section of the outer restrained member is square, the outer restrained member covers the flat energy dissipation element, and a certain gap is disposed between the outer restrained member and the flat energy dissipation element.

Modular Ledgers of an Integrated Construction System

Various implementations described herein are directed to a modular ledger of an integrated construction system. In one implementation, the modular ledger includes a rail, having a first end and a second end. Each end of the rail is configured to receive a coupling component. The rail has a plurality of holes configured to couple to bracing components of the integrated construction system. 1. A modular ledger of an integrated construction system , comprising: a first end and a second end, each end configured to be coupled to one or more posts and/or assemblies through a coupling component; and', 'a plurality of holes placed longitudinally along each side of the rail and configured to couple to bracing components of the integrated construction system., 'a rail, having2. The modular ledger of claim 1 , wherein the rail is hollow and constructed of aluminum.3. The modular ledger of claim 1 , wherein the coupling component comprises a ledger clamp.4. The modular ledger of claim 1 , wherein the coupling component comprises a ledger splice.5. The modular ledger of claim 1 , wherein the coupling component comprises a ledger guardrail fitting.6. The modular ledger of claim 1 , wherein the coupling component comprises a ledger end fitting.7. The modular ledger of claim 1 , wherein the plurality of holes comprise a hole pattern formed longitudinally along each side of the rail.8. The modular ledger of claim 1 , wherein the rail is configured to form a wall of a safety deck.9. The modular ledger of claim 1 , wherein the rail is configured to form part of a rollback mechanism.10. The modular ledger of claim 1 , wherein the rail is configured to form part of a bracing assembly when coupled to the bracing components.11. The modular ledger of claim 1 , wherein the rail is configured as a load bearing member when coupled to posts of the integrated construction system.12. An integrated construction system component claim 1 , comprising: constructed of aluminum;', 'having a plurality ...

Partition mount system including head coupler with adjustable head length and head position

A coupler comprises a first channel having a first axis of extension in a first horizontal direction and a second channel having a second axis of extension in the first horizontal direction. The second axis of extension is parallel to and spaced apart from the first axis of extension in a second horizontal direction. The second axis of extension has a pitch angle relative to the first axis of extension in a vertical direction, the pitch angle being less than 180 degrees. The first and second channels each include head-mounting features, the head-mounting features constructed and arranged to retain an elongated head to the coupler while permitting movement of the elongated head relative to the coupler in the first horizontal direction.

METHOD FOR REINFORCING AND CALIBRATING A PIPE PORTION

A method and a device for producing an outer pipe of a telescope-like support, for reasons of weight and stability, is produced from a standardized zinc-coated steel pipe having a large outer diameter and a small wall thickness. Also included is the telescope-like support and the outer pipe which is contained therein. A pipe portion of the outer pipe is expanded in the method with a punch and subsequently tapered to the original outer diameter again with a ring. A reinforcement of the pipe portion and a calibration of the outer diameter of the pipe portion are thereby achieved. An outer thread can be rolled on the pipe portion. 1. A method for reinforcing and calibrating of at least a thin-walled pipe portion of an outer pipe of a telescope-like support for the construction sector , comprises the steps of:a) pushing a ring onto the pipe portion, whereby the inner diameter of the ring corresponds to the outer diameter of the pipe portion;b) inserting a punch into the pipe portion, the outer diameter of the punch being greater than the inner diameter of the pipe portion thus expanding the pipe portion;c) pulling the punch out of the pipe portion;d) covering the expanded pipe portion with the ring, thus tapering the expanded pipe portion;wherein step d) is performed after step c) or simultaneously with step c), wherein a thread is at least partially rolled on the pipe portion processed by the method.2. The method according to claim 1 , wherein the punch and the ring are guided with fixed spacing with respect to each other.3. The method according to claim 1 , including the step of rolling an outer thread at least partially on the pipe portion processed by the method.4. The method according to claim 2 , including the step of rolling an outer thread at least partially on the pipe portion processed by the method.5. The method according to claim 1 , including the step of rolling a thread in the form of a trapezoidal thread having a flank angle of less than 15° on the pipe ...

Composite disc axial dampener for buildings and structures

A seismic axial dampener device is constructed of a multitude of composite or metallic conical compression discs and an exo-structure capable of dampening both tension and compression cycles of a building structure due to a seismic, explosion, or wind event. The dampener reacts and dampens the loading in both tension and compression along the axis of the cross brace in linear-elastic bending, creating internal hoop stress, and not through shear of the dampener device.

PARTITION MOUNT WITH INTEGRATED PLUNGER ASSEMBLY

A partition mount system includes an integrated plunger assembly. The integrated plunger assembly is constructed and arranged to be integrated into an interior of an end of an extension pole, for example a standard telescoping extension pole. Mounting of the plunger in an interior portion of the pole in this manner provides for a sleek design that is relatively lightweight. Assuming that the pole in which the anchor is mounted is part of a telescoping pole system, the anchor and plunger do not interfere with full travel of the interior pole with respect to other poles in the telescoping system. In this manner, operation of the telescoping pole system is not inhibited by the integrated plunger assembly. 1. (canceled)2. A partition mount comprising:an elongated adjustable-length pole having a foot end and a head end, the pole being adjustable in length between the foot end and the head end, the pole having a longitudinal axis;a cylindrical body secured to and within the elongated adjustable-length pole, the cylindrical body at a position proximal to the head end of the pole, the cylindrical body being secured to and within the pole by dimpling the pole body into the cylindrical body;a mounting head that extends from the head end of the pole and travels in a direction along the longitudinal axis of the pole relative to the cylindrical body position within the pole, the mounting head including a neck having a portion that extends into an interior of the pole and a mounting unit that secures a sheet of material; anda compression mechanism that biases the position of the mounting head in an outward direction away from a bottom of the cylindrical body, wherein the cylindrical body is constructed and arranged to limit outward extension of the mounting head in the outward direction,wherein the mounting head includes a stop that travels in relative motion with the mounting head in the direction along the longitudinal axis of the pole, wherein the stop interfaces with the ...

ADJUSTABLE SHORING BEAM AND HOOK ASSEMBLY

Disclosed herein is an adjustable shoring beam having a hook assembly configured to mate with E-track mating features. The adjustable shoring beam can be adjusted over a predetermined length range by adjusting the tube assembly and the rod assembly. In some embodiments, the extension length is fixed using a fixing clamp coupled to the tube assembly and the rod assembly. A connecting clamp and bracket may be used to couple a first adjustable shoring beam to a second adjustable shoring beam. 1. An adjustable shoring beam comprising:a rod assembly;a tube assembly,wherein the rod assembly is slidably received within the tube assembly;a first hook assembly coupled to a first end of the rod assembly; anda second hook assembly coupled to a first end of the tube assembly,wherein a centerline of the first hook assembly is offset from a centerline of the rod assembly, andwherein a centerline of the second hook assembly is offset from a centerline of the tube assembly.2. The adjustable shoring beam according to claim 1 , wherein the first hook assembly comprises a securement plate for coupling the first hook assembly to the rod assembly claim 1 , andwherein a center of the rod assembly is offset 0.5-0.6″ from a top of the securement plate and the center of the first hook assembly is offset 0.5-0.6″ from a left side of the securement plate.3. The adjustable shoring beam according to claim 1 , wherein the first hook assembly and the second hook assembly are configured to mate with corresponding E-track slots.4. The adjustable shoring beam according to claim 1 , wherein the first hook assembly is rotated 90° with respect to the second hook assembly.5. The adjustable shoring beam according to claim 1 , further comprising:a longitudinal groove in the tube assembly in a same direction as a central axis of the tube assembly;an opening in the rod assembly; anda pin placed through the longitudinal groove into the opening to prevent separation of the rod assembly and the tube assembly.6 ...

Adjustable shoring beam and fixing clamp

Disclosed herein is an adjustable shoring beam having a hook assembly configured to mate with E-track mating features. The adjustable shoring beam can be adjusted over a predetermined length range by adjusting the tube assembly and the rod assembly. In some embodiments, the extension length is fixed using a fixing clamp coupled to the tube assembly and the rod assembly. A connecting clamp and bracket may be used to couple a first adjustable shoring beam to a second adjustable shoring beam.

SACRIFICIAL ENERGY DISSIPATION MECHANISM

Structural devices for energy dissipation can be designed to provide asymmetrical responses to cyclic axial loading. The energy dissipation devices can be designed to provide a known or predictable response to tensile loading, along with a different known or predictable response to compressive loading. The devices may include a filament which bears a portion of both tensile and compressive loads and a bracing device which provides lateral support to the filament to prevent buckling. Interlocks or a similar restraining mechanism can be used to resist part of either a compressive or tensile load. These components can be configured in such a manner as to provide an asymmetric response. 1. An energy dissipation device , including:a first retaining member, the first retaining member defining a first receiving space;a second retaining member, the second retaining member defining a second receiving space;a filament extending along a longitudinal axis through the first and second receiving spaces, the filament secured at a first end to the first retaining member and secured at a second end to the second retaining member; at least one of the first and second retaining members being configured to constrain longitudinal translation of the first and second retaining members relative to one another to provide an asymmetric force-displacement response to an induced axial load.2. The device of claim 1 , wherein the second retaining member is configured to at least partially extend into the first receiving space of the first retaining member claim 1 , and wherein at least one of the first and second retaining members includes a stop configured to inhibit removal of the second retaining member from the first receiving space of the first retaining member.3. The device of claim 1 , wherein the first receiving space of the first retaining member includes a deformation region in which the cross-sectional size of the first receiving space allows for the lateral translation of the second ...

TELESCOPIC PUMPABLE PROP ASSEMBLY WITH IMPROVED CEILING IMPACT PROPERTIES

A grout tillable prop assembly for supporting a ceiling such as the ceiling of an underground mine. The prop assembly comprising an inner member and an outer member adapted for movement between an extended use configuration and a retracted configuration, a unidirectional grout inlet in an upper part of a sidewall of the outer member to allow grout to pass into the prop, the inner member and the outer member having wall portions and being self-supporting, an air conduit through the prop having an opening adjacent an upper limit of the prop, a pressure relief valve coupled to the air conduit whereby the prop is be brought from the retracted configuration to the extended configuration by application of pressurized air through the air conduit and whereby the extended prop is filled with grout via the unidirectional grout inlet. 1. A grout fillable prop assembly comprising:a prop including an inner member and an overlapping outer member adapted for movement between a retracted configuration and an extended configuration;a unidirectional grout inlet through the prop to allow grout to pass to an interior of the prop; anda pressure relief valve in fluid communication with the interior of the prop;whereby in the extended position the prop is filled with grout via the unidirectional grout inlet until operation of the pressure relief valve.2. An assembly according to including an air conduit arranged to supply air to the interior of the prop whereby the prop is brought from the retracted configuration to the extended configuration by application of pressurized air through the air conduit.3. An assembly according to claim 1 , wherein an air compressor is placed in communication with the air conduit.4. An assembly according to claim 3 , wherein an air supply valve is located between the air compressor and an outlet of the conduit for selectively isolating the compressor from the outlet.5. An assembly according to claim 1 , further comprising a grout supply pump coupled to the ...

Scaffolding

The invention relates to a bridge that is for use with a scaffolding standard. The standard may comprise of an elongate pipe to which there is secured at least one rosette of a kind that presents a plurality of apertures about the pipe at which a connection to said standard can be established by other scaffolding components. The bridge is capable of connection to said rosette at at least two said apertures, said bridge allowing a scaffolding component to be secured thereto to be positioned and supported by said bridge at a location not catered for by any aperture of said rosette.

Panel for a building structure, a building system and a building structure having the building panel

A building panel includes a substantially planar first side and a second side having at least one formation. Each formation includes a work surface spaced form the first side.

STRUCTURAL SUPPORT SPACER

This disclosure relates to building trades where precise spacing between structural members ensures support via use of a plurality of elongate spacers. The spacers include at least one intermediate transit tacking member and a pair of nail- or screw-receiving apertures on opposing ends of thereof. One of the opposing ends serves as a pivoting end and the opposite end includes one or more relatively shorter member near the aperture formed therein. These member(s) can be driven into an adjacent trust or other support member while a final precise position is determined. To determine the final precise position to affix a given spacer one or more indicia is provided. Such indicia can include end edges, one or more cut-out features and/or one or more cut-out features and/or numbered or lettered (or other symbols) indicating the relative spacing from one end of the elongate spacer to the other. 1. A spacer for providing a desired specific spacing of a series of wood trusses by utilizing a plurality of said spacers intermediate the trusses , each truss having an upwardly facing surface that extends to a side surface , the upwardly facing surface and side surface defining an upper corner , the truss having a thickness , the spacer comprising:a elongate member comprising a first pivot point end portion, a second opposite swing end portion, and an intermediate portion extending therebetween, wherein the first pivot point end portion has a first attachment means for pivotally attaching to the top surface of one of the wood trusses, and the second swing end has a second attachment means for attachment to the upwardly facing surface of an adjacent truss, the intermediate section comprising an intermediate temporary third attachment means formed integrally with the elongate member, the third attachment means comprising a prong for temporary attachment of the intermediate portion to the one of the wood trusses whereby the spacer does not swing away from the one of the wood trusses ...

Adjustable Support Prop

An adjustable support prop that can be customized to the support requirements of a wide variety of objects to be held in place. The prop includes first, second and third support members which are coupled together in a manner that allows the weight of an object to be supported in order to provide stability to the prop. The length of one of the support members is adjustable so that the height of the prop can be customized to the support requirements of the object to be supported. 1. A support prop , said prop comprising:a first support member;a second support member coupled to said first support member and adapted to carry the weight of an object to be supported, said second support member having at least one attachment point wherein said first support member is rotatably coupled to said second support member; anda third support member coupled to said second support member and adapted to engage an adjacent surface;2. The support prop of claim 1 , wherein said first support member is of tubular construction.3. The support prop of claim 1 , wherein said first support member is comprised of a plurality of telescoping concentric tube claim 1 , wherein the length of said first support member can be adjusted.4. The support prop of claim 1 , wherein said attachment point of said second support member is located such that the weight of an object to be supported causes said third support member to exert pressure against said adjacent surface. The present invention generally relates to the field of prop and support tools for maintaining an object in a desired position, and more particularly, is directed to an adjustable support prop that can be customized to the support requirements of a wide variety of objects to be held in place.Construction tradesmen often are required to install heavy and bulky objects overhead that typically require two or more people to safely complete the installation. Once the object is lifted into place, it must be safely held until the installation is ...

CONCRETE FORMING STAKE APPARATUS

A concrete forming stake apparatus including a base member having a planar side and a stake mounting port disposed opposite the planar side. The apparatus further includes a stake attachment unit including a tubular portion that engages with the stake mounting port, and a joint connected to the tubular portion. The apparatus further includes a stake that attaches to the joint. 1. A concrete forming stake apparatus , comprising:a base member having a planar side and a stake mounting port disposed opposite the planar side; a tubular portion that engages with the stake mounting port, and', 'a joint connected to the tubular portion; and, 'a stake attachment unit includinga stake that attaches to the joint.2. The concrete forming stake apparatus according to claim 1 , wherein the tubular portion is concentric about an axis of the stake mounting port claim 1 , and is freely rotatable about the axis up to 360 degrees.3. The concrete forming stake apparatus according to claim 1 , wherein the tubular portion is slidingly accommodated within the stake mounting portion.4. The concrete forming stake apparatus according to claim 1 , wherein the stake mounting portion is slidingly accommodated within the tubular portion.5. The concrete forming stake apparatus according to claim 1 , wherein the tubular portion lockingly engages the stake mounting port.6. The concrete forming stake apparatus according to claim 1 , wherein the stake mounting port includes:a peripheral support wall, anda latch mechanism.7. The concrete forming stake apparatus according to claim 6 , wherein the tubular portion includes:an outer peripheral wall inserted within the peripheral support wall of the stake mounting port, andan internal wall connected to and coaxial with the outer wall, the stake attachment unit being secured to the base member via engagement between the latch mechanism and the internal wall.8. The concrete forming stake apparatus according to claim 1 , wherein the joint is connected to the ...

LIGHTWEIGHT MULTIFUNCTIONAL SUPPORTING DEVICE AND METHOD FOR CALCULATING JACKING FORCE THEREOF

A lightweight multifunctional supporting device and a method for calculating a jacking force thereof. The lightweight multifunctional supporting device includes a supporting frame and a jacking device, the jacking device includes a screw rod and a jacking seat, the screw rod () is provided vertically and is fixed on the supporting frame, the jacking seat is provided thereon with a vertical threaded hole and is provided with a lateral rotation rod, and the screw rod is in threaded connection with the threaded hole. The method for calculating the jacking force of the supporting device above. 1. A lightweight multifunctional supporting device , comprising a supporting frame and a jacking device , wherein the jacking device comprises screw rods and jacking seats , the screw rods are provided vertically and fixed on the supporting frame , each of the jacking seats is provided with a vertical threaded hole and provided with a lateral rotation rod , and the screw rods are in threaded connection with the threaded holes.2. The lightweight multifunctional supporting device of claim 1 , wherein a top of each of the jacking seats is planar.3. The lightweight multifunctional supporting device of claim 1 , wherein the supporting frame further comprises first fixing flanges claim 1 , and a bottom of each of the screw rods is fixedly connected to the supporting frame through one of the first fixing flanges.4. The lightweight multifunctional supporting device of claim 3 , wherein the jacking device further comprises locking nuts claim 3 , each of the locking nuts is sleeved on one of the screw rods and located between one of the first fixing flanges and one of the jacking seats.5. The lightweight multifunctional supporting device of claim 1 , wherein the supporting frame comprises at least one standard supporting frame claim 1 , the standard supporting frame comprises at least four standard main upright rods distributed at four corners of the standard supporting frame claim 1 , at ...

APPARATUS AND SYSTEM FOR USE IN CONSTRUCTION TO ASSIST IN SUPPORTING SUSPENDED CONCRETE

An apparatus for use in construction to assist in the support of suspended concrete during at least a curing phase of the concrete. The apparatus comprising: a base member, a support member coupled to the base member and moveable relative to the base member between a first relative position (“first position”) and a second relative position (“second position”), a biasing mechanism operatively coupled to the support member to bias the support member toward the second position, and a preloading mechanism operatively coupled to the support member to releasably lock the support member in a preloaded position relative to the base member at or proximal to the first position. 1. An apparatus for use in construction to assist in the support of suspended concrete during at least a curing phase of the concrete , the apparatus comprising:a base member;a support member coupled to the base member and moveable relative to the base member between a first relative position (“first position”) and a second relative position (“second position”);a biasing mechanism operatively coupled to the support member to bias the support member toward the second position; anda preloading mechanism operatively coupled to the support member to releasably lock the support member in a preloaded position relative to the base member at or proximal to the first position.2. An apparatus as claimed in wherein the first position is a retracted position in which the support member is relatively proximal to the base member and the second position is an extended position in which the support member is relatively distal to the base member.3. An apparatus as claimed in wherein the preloading mechanism comprises at least one pin coupled at a first end to one of the support member or base member and releasably engageable at an opposing claim 1 , second end with the other of the support member or base member claim 1 , to thereby engage the base member or support member in the preloaded position.4. An apparatus as ...

JOINING PART FOR A SYSTEM FOR PARTITIONING AND PROTECTING A PREMISES, PROP AND PARTITIONING SYSTEM PROVIDED WITH SUCH A JOINING PART, AND METHOD FOR IMPLEMENTATION THEREOF

A joining part for a multipurpose system for partitioning a premise and protecting it, regardless of its configuration, in particular angular, includes a contact pad with a bearing surface comprising a cylinder. Two superposed rings are fitted around the cylinder of the pad and are mounted so as to rotate with respect to one another. Each ring includes a protrusion for fastening a longitudinal element of the partitioning system. The joining part also includes a support base for a telescopic prop. The support base and the contact pad include complementary fastening means configured such that the rings are free to rotate about the cylinder but butt against the pad and the base.

Telescopic Pumpable Props

A single use grout fillable telescopic mine prop has self-supporting walls with plastic properties to withstand a much greater vertical displacement before failure. The prop has a unique installation fitting and a unique grout filling tool is provided to enable the prop to be quickly and safely filled. The prop is easy to maneuver into place by two workers as the design of the prop is lightweight. The prop has superior load withstanding properties and other properties to pumpable crib bags and grout filled steel props. 1. A grout fillable prop comprising an inner member and an outer member adapted for movement between an extended use position and a retracted position , a grout inlet in an upper part of a sidewall of the outer member to allow grout to pass into the prop , the inner member and the outer member having wall portions with plastic properties and being self-supporting.2. The prop of claim 1 , including an installation fitting fitted to the grout inlet and adapted to hold a grout filling tool without the use of separate fasteners claim 1 , the installation fitting having a guide adapted to capture a coupling on the tool and an opening adapted to accommodate a key on the tool claim 1 , the installation fitting enabling the tool to be lifted into and out of engagement with the fitting.3. The prop of claim 2 , wherein the installation fitting is adapted to push lock into the grout inlet without the use of separate fasteners.4. The prop of claim 3 , wherein the installation fitting has an outer head portion containing the guide and opening claim 3 , and an inner body portion adapted to be pushed into the grout inlet claim 3 , the body portion comprising push locking means to lock the body portion to the outer member when the fitting is pushed into the grout inlet.5. The prop of claim 2 , comprising a fin shaped dowel on the installation fitting to locate the installation fitting in the correct position on the outer member.6. The prop of claim 2 , including a ...

ADJUSTABLE STRUT WITH LOCKING MECHANISM

An adjustable strut having a locking mechanism configured to removably-secure a pair of telescopic structural members to one another when positioned in a contracted configuration for transport and storage. Further, the locking mechanism allows for fast and intuitive unlocking of the pair of telescopic structural members for adjustment of a length of the strut for structural bracing. 1. An adjustable strut , comprising:an outer housing having a first end, a second end, and a cylindrical bore;a cylindrical extendable member having a first end, a second end, and a longitudinal length, the first end of the cylindrical extendable member received into the cylindrical bore through the first end of the outer housing, and the cylindrical extendable member slidable along a longitudinal length of the cylindrical bore between a fully-extended position and a contracted position; a cylindrical shaft having a first end with a cam channel configured to receive a pin, said pin rigidly-coupled at the second end of the outer housing;', 'a base plate, rigidly-coupled to a second end of the cylindrical shaft;', 'an upper plate having a bore configured to receive the cylindrical shaft, the upper plate configured to slide along a longitudinal length of the cylindrical shaft; and', 'a compression element having a bore configured to receive the cylindrical shaft, the compression element configured to be compressed along the longitudinal length of the cylindrical shaft between a first surface of the base plate and a first surface of the upper plate, and the compression element configured to urge the upper plate towards a second retainer element positioned along the longitudinal length of the cylindrical shaft,', 'wherein upon rotation of the cylindrical extendable member relative to the outer housing in a first direction about a longitudinal axis of the cylindrical bore, the pin travels along the cam channel to a lock position, and simultaneously, the base plate is urged towards the first ...

APPARATUS FOR SUPPORTING OVERHEAD STRUCTURE

A support apparatus having a base to support a support member which, in turn, supports a structure (e.g., a building joist, overhead structure, combinations thereof). The support apparatus may be used to provide reinforcement between a floor (e.g., ground, substrate, or the like) and the structure. The base of the support apparatus is in the form of a generally planar circular base, but may have any shape. The base may include one or more platforms, recesses, or ribs in order to provide structural support to the base and/or locations for one or more fastener apertures. The one or more fastener apertures are configured to receive one or more fasteners for operatively coupling the base to the floor in order to resist movement of the base during installation and/or use of the support apparatus. 1. A support apparatus for supporting a structure , the support apparatus comprising:a support member having a first end and a second end;a base having one or more fastener apertures, wherein the base is configured to be operatively coupled adjacent the first end of the support member, and wherein the base is configured to be operatively coupled to a floor; andone or more fasteners configured to operatively couple the base to the floor; andwherein the second end of the support member is configured to be operatively coupled to the structure.2. The support apparatus of claim 1 , wherein the base comprises a recess surface that forms a support member recess for receiving the first end of the support member for operatively coupling the support member and the base.3. The support apparatus of claim 2 , wherein the support member recess is a central recess.4. The support apparatus of claim 2 , wherein the one or more fastener apertures are located within the support member recess.5. The support apparatus of claim 4 , wherein one of the one or more fasteners apertures are concentric with the support member recess.6. The support apparatus of claim 1 , wherein the base comprises a raised ...

SYSTEM FOR LATERAL SUPPORT OF SHORING POSTS

A system for laterally supporting a vertical shoring post is provided. The system includes a head and a jaw assembly, the jaw assembly movably mounted to the head, the head configured for selective engagement with a shoring post, and the jaw assembly configured for engagement with a beam that provides lateral support to the shoring post. The head comprises first and second arms that extend in the same general direction and when engaging the shoring post the first and second arms are disposed upon opposite sides of the shoring post. The jaw assembly includes a fixed jaw and a movable jaw, the moving member pivotably connected to the fixed jaw, wherein the fixed jaw and movable jaws are configured to receive an end of the beam therebetween. 116-. (canceled)17. A system for shoring , comprising:first and second shoring posts configured to be disposed vertically to vertically support a load, the first and second shoring posts configured to be disposed adjacent to each other with a space therebetween;a head and jaw assembly, the head configured to engage a portion of the first shoring post and engage a portion of the second shoring post to provide lateral support to the first and second shoring posts;the jaw assembly including a fixed jaw and a movable jaw that is pivotably connected to the fixed jaw with a pinned connection, wherein the jaw assembly is configured to retain an end of a beam therebetween;the head includes opposed first and second arms, each of the first and second arms have extended ends, wherein space is defined between the first and second arms, wherein the head is configured to engage the first shoring post such that the shoring post extends within the space,wherein when the shoring post extends within the space between the first and second arms and contacts one or both of the first and second arms, a centerline of the beam extends through the first shoring post,wherein the beam extending from the jaw assembly extends from the first shoring post to an ...

MOBILE SUPPORT APPARATUS AND METHOD OF USING SAME

A mobile support apparatus that includes one or more extension and refraction devices and a unit that is releasably attachable to vertical members of the apparatus such that the apparatus can be extended in one or more stages to a vertical height that is substantially greater than the height of the fully retracted apparatus. The mobile support apparatus is useful for a multitude of new and existing construction-related applications. 1. An apparatus comprising:a support structure comprising a plurality of vertical support members, each of the plurality of vertical support members having a load-engaging portion located at an upper end, a ground-engaging portion located at a lower end, and a telescoping portion that enables the load-engaging portion to be raised and lowered relative to the ground-engaging portion, wherein the load-engaging portion, ground-engaging portion, and telescoping portion are vertically aligned and the telescoping portion is releasably connectable to the ground-engaging portion and moveable with respect to the ground-engaging portion; andat least one extension and retraction device that is adapted to releasably engage the telescoping portion and to cause the telescoping portion to extend and retract with respect to the ground-engaging portion.2. The apparatus of claim 1 , wherein the support structure further comprises a first locking structure having a locked configuration in which the position of at least one of the telescoping portions is fixed relative to the ground-engaging portion and an unlocked configuration in which said at least one of the telescoping portions is vertically movable relative to the ground-engaging portion.3. The apparatus of claim 2 , wherein the first locking structure comprises a first hole located on the ground-engaging portion claim 2 , a second hole located on said at least one of the telescoping portions claim 2 , and at least one pin adapted to simultaneously engage the first hole and second hole.4. The ...

Releasable zero backlash passive locking mechanism for a vehicle mounted rotary camera mast

A rotary locking joint that has zero backlash is provided to secure a camera mast mounted on a vehicle in a deployed position. The joint is passive to lock while being easily releasable. The joint prevents rotation of the mast in one direction, with a hard stop element that prevents further rotation of the mast in the opposite direction. The locking joint includes a pawl member configured to rotate about a pawl rotation axis. The pawl member is maintained in place in the locked position via a torsion spring to ensure contact with a base portion of the mast. To release the joint, the pawl member is rotated in the opposite direction to remove a geometry interference condition. A sensor is arranged to detect whether the pawl member is in an unlocked position relative to the mast.

SHORING SUPPORT STRUCTURE

A shoring support structure () comprising an outer tube () having a threaded region () with opposing longitudinal slots () and an inner tube () slidable within the outer tube and having a plurality of pairs of transverse holes () at spaced apart intervals. The inner tube and outer tubes terminate in a plate () and a pin () is receivable through the slots of the outer tube and a pair of transverse holes of the inner tube. A collar () is mounted on the threaded region and is rotatable to raise and lower the pin within the slots. The collar includes a driven member () such as a bevel gear for mating with a driving member () such as a pinion connectable to an actuator (), actuation of the driving member causing rotation of the driven member to effect rotation of the collar () to move the pin. 1. An extendable structure comprising:an outer tube having a threaded region with opposing longitudinal slots therethrough;an inner tube slidable within the outer tube and having a plurality of pairs of transverse holes at spaced apart intervals;a pin receivable through the slots of the outer tube and a pair of transverse holes of the inner tube; anda collar mounted on the threaded region and being rotatable to raise and lower the pin within the slots;the collar including a driven member for mating with a driving member connectable to an actuator, actuation of the driving member causing rotation of the driven member to effect rotation of the collar, wherein the driven member is a bevel gear extending from an upper or lower surface of the collar.2. (canceled)3. An extendable structure as claimed in claim 1 , wherein the driving member is a pinion gear that meshes with the bevel gear provided on the collar.4. An extendable structure as claimed in wherein the pinion gear includes a shaft extending therefrom for receipt within a pair of transverse holes in the inner tube.5. An extendable structure as claimed in wherein the pin serves as the shaft for the pinion gear and the bevel gear ...

STABILIZING A CONCRETE FORM

A device for stabilizing a concrete form includes an anchoring member with a channel aligned along a first axis, and elongate members with cavities aligned along a second axis, the elongate members coupled to form a frame. The device may include an anchoring post for insertion through the channel of the anchoring member to secure the device to a surface, and sliders with elongate bodies for insertion into the cavities of the elongate members, where the sliders are affixed to an engagement member structurally configured for engaging the concrete form. First retaining members may be structurally configured to engage the anchoring post when inserted through the channel of the anchoring member thereby maintaining a position of the frame along the first axis. Second retaining members may be structurally configured to engage a slider when inserted into the elongate member thereby maintaining a position of the slider along the second axis. 1. A device for stabilizing a concrete form , comprising:an anchoring member comprising a channel defining a pathway therethrough aligned along a first axis;an elongate member comprising a cavity aligned along a second axis that intersects the first axis;an anchoring post structurally configured for insertion through the channel of the anchoring member to secure the device to a surface disposed adjacent to the concrete form;a slider comprising an elongate body sized and shaped for insertion from a first end thereof into the cavity of the elongate member;an engagement member disposed on a second end of the slider, the engagement member comprising a surface structurally configured for cooperating with the concrete form;a first retaining member structurally configured to engage the anchoring post when the anchoring post is inserted through the channel of the anchoring member thereby maintaining a relative position of the anchoring member and the anchoring post; anda second retaining member structurally configured to engage the slider when ...

System for monitoring condition of adjustable construction temporary supports

A system for adjustable construction or demolition temporary supports is disclosed. The adjustable construction or demolition temporary support includes a plurality of sensor devices for measuring load on the support and signal detection and communication device that being in communication with the sensor devices. The communication device further comprises a display unit and/or audio output unit for providing visual and/or audible alarm for alarming conditions. The signal detection and communication device further includes a wireless transceiver for remote monitoring.

Jacking pole

A jacking pole apparatus is disclosed. A jacking pole may include two tubular members, slidably engaged with one another in such a manner that they may extend or expand. A jacking pole may engage two surfaces or objects and extend therebetween in order to provide support. Further, a jacking pole may vertically displace an object or surface. A jacking pole utilizes locking mechanisms to remain in certain positions and provide continuous support for surface and objects. The locking mechanisms may also be utilized during vertical displacement in order to facilitate such motion.

Box Frame Spreader Beam

A spreader beam includes a first spreader beam section, where the first spreader beam section is pivotably coupled to the first substructure and a second spreader beam section, where the second spreader beam section is pivotably coupled to the second substructure. The first and second spreader beam sections are positioned to, in an extended position, selectively couple to each other. 1. A spreader beam for coupling between a first and a second parallel substructure , the spreader beam comprising:a first spreader beam section, the first spreader beam section pivotably coupled to the first substructure;a second spreader beam section, the second spreader beam section pivotably coupled to the second substructure;the first and second spreader beam sections positioned to, in an extended position, selectively couple to each other.2. The spreader beam of claim 1 , wherein the first spreader beam section is pivotably coupled to the first substructure such that the first spreader beam is pivotable in a horizontal plane.3. The spreader beam of claim 1 , wherein the first spreader beam section is pivotably coupled to the first substructure such that the first spreader beam is pivotable in a vertical plane.4. The spreader beam of claim 1 , wherein the first spreader beam section is pivotably coupled to the first substructure such that the first spreader beam is pivotable in both a horizontal plane and a vertical plane.5. The spreader beam of claim 1 , wherein the first spreader beam section is selectively coupleable to the substructure when in a retracted position.6. The spreader beam of claim 1 , wherein the first spreader beam section further comprises a first spreader beam subsection and a second spreader beam subsection claim 1 , the first and second spreader beam sections being slidingly coupled such that by extending the second spreader beam subsection past the first spreader beam subsection claim 1 , the length of the spreader beam section is increased.7. The spreader ...

Expandable Stud Bracket

An expandable stud bracket for attachment to a board for construction of a temporary structure of support is disclosed. An embodiment of the bracket includes a receiving portion for securing the bracket to a stud, an adjustable portion opposite the receiving portion and having an extendable rod, an engagement plate attached to an end of the rod and an anchor attached to an end of the rod opposite the engagement plate and for limiting extension of the rod from the bracket, and a locking mechanism attached to the rod for preventing retraction. Optionally, a tensioning mechanism, such as a Belleville washer may be used in a key location to “self-adjust” for shrinkage or tension loss. An embodiment of the disclosed bracket may be attached between two boards to permit better access to the locking mechanism. A reusable fastener is also disclosed. 1. An expandable stud bracket comprising:a receiving portion for securing the bracket to a stud;an adjustable portion opposite the receiving portion and comprising an extendable rod, an engagement plate attached to an end of the rod and an anchor attached to an end of the rod opposite the engagement plate and for limiting extension of the rod from the bracket; anda locking mechanism attached to the rod for preventing retraction.2. The expandable bracket of claim 1 , further comprising a detachable foot portion.3. The expandable bracket of claim 1 , wherein the extendable rod is threaded and the locking mechanism comprises a nut.4. The expandable bracket of claim 1 , further comprising a tensioning mechanism positioned at one of either within the receiving portion at an interface with the stud and at an interface between the receiving portion and the locking mechanism.5. The expandable bracket of claim 4 , wherein the tensioning mechanism comprises at least one Belleville washer.6. A stud expansion system comprising:a housing having a plurality of sidewalls, a first open end, a second open end and an opening defined in a sidewall ...

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. 1. A support structure for a ceiling support for supporting a ceiling formwork panel , comprising:at least one upper elongated support element; anda lower elongated support element, and the support elements are rotationally connected to one another, the support elements configured to be brought into a working position in which the support elements are preferably aligned coaxially with one another, and the support elements are rotatable into a tilted position in which the support elements are rotated by a tilting angle with respect to one another, with a locking element configured to prevent the support elements from rotating in the working position, the locking element bridging a connecting region between the two support elements in the working position, and the locking element configured to be brought into a release position, in which the locking element is arranged outside of the connecting region.2. The support structure according to claim 1 , wherein the locking element extends in the working position from a lower end region of the upper support element to an upper end region of the ...

SYSTEM FOR LATERAL SUPPORT OF SHORING POSTS

A system for laterally supporting a vertical shoring post is provided. The system includes a head and a jaw assembly, the jaw assembly movably mounted to the head, the head configured for selective engagement with a shoring post, and the jaw assembly configured for engagement with a beam that provides lateral support to the shoring post. The head comprises first and second arms that extend in the same general direction and when engaging the shoring post the first and second arms are disposed upon opposite sides of the shoring post. The jaw assembly includes a fixed jaw and a movable jaw, the moving member pivotably connected to the fixed jaw, wherein the fixed jaw and movable jaws are configured to receive an end of the beam therebetween. 1. A system for laterally supporting a vertical shoring post , comprising:a head and a jaw assembly, the jaw assembly movably mounted to the head, the head configured for selective engagement with a shoring post, and the jaw assembly configured for engagement with a beam that provides lateral support to the shoring post;the head comprising first and second arms that extend in the same general direction and when engaging the shoring post the first and second arms are disposed upon opposite sides of the shoring post,the jaw assembly includes a fixed jaw and a movable jaw, the moving member pivotably connected to the fixed jaw, wherein the fixed jaw and movable jaws are configured to receive an end of the beam therebetween.2. The system of claim 1 , wherein the jaw assembly is pivotably connected to the head.3. The system of claim 1 , wherein the first and second arms of the head are rigidly connected to each other.4. The system of claim 1 , wherein the first and second arms are monolithically formed with each other.5. The system of claim 1 , further comprising a spring disposed on the first arm proximal to an extended end portion of the first arm claim 1 , the spring extending toward the second arm claim 1 , wherein when the head ...

Microwave Oven Turntable Stabilizer Device

A microwave oven turntable stabilizer device for stabilizing a glass turntable of a microwave oven is provided. The device comprises a tubular outer support member having a first end and a second end and an inner support member having a first end and a second end. The second end of the inner support member is slidably receivable within the first end of the outer support member. A spring mechanism is mounted between the second end of the outer support member and the second end of the inner support member with the spring mechanism biasing the inner support member in a general direction away from and out of the outer support member therein upon the combined outer support member and inner support member being positioned between the microwave turntable and the ceiling surface of the microwave, the microwave turntable is stabilized preventing movement, noise, and breakage of the microwave turntable. 1. A microwave oven turntable stabilizer device for stabilizing a glass turntable of a microwave oven , the microwave oven having a ceiling surface , the microwave oven turntable stabilizer device comprising:a tubular outer support member having a first end and a second end;an inner support member having a first end and a second end, the second end of the inner support member slidably receivable within the first end of the outer support member; anda spring mechanism mounted between the second end of the outer support member and the second end of the inner support member, the spring mechanism biasing the inner support member in a general direction away from and out of the outer support member;wherein upon the combined outer support member and inner support member being positioned between the microwave turntable and the ceiling surface of the microwave, the microwave turntable is stabilized preventing movement, noise, and breakage of the microwave turntable.2. The microwave oven turntable stabilizer device of and further comprising:a base plate having a top surface and a bottom ...

Construction of the prefabricated column and beam type

A system of construction that performs advanced prefabrication of columns-beams type structure of buildings, prefabrication which results industrialization of this type of construction. The main development that allows this achievement in the same technical conditions, even better conditions than in the conventional system, is the massive use of braces as well vertically as horizontally. Such a building system is of special interest in areas where seismic risk is high because the building is very lightweight, constituted of a set of structurally self-sufficient units, heavily triangulated and therefore hardly deformable, all these at an affordable cost.

TELESCOPIC SUPPORT PROP AND LOCKING PIN

The disclosure relates to a telescopic support prop, which has a leg with a lower leg part and an upper leg part. The upper leg part has a plurality of vertically spaced through holes. A locking pin is releasably connected to one of the vertically spaced through holes of the upper leg part. A cap is connected to the locking pin, the cap having a fastening sleeve put over an end of the locking pin, the cap further having a spring for bearing against the exterior of the lower leg part. 1. A telescopic support prop , comprising:a leg with a lower leg part and an upper leg part, the upper leg part having a plurality of vertically spaced through holes,a locking pin releasably connected to one of the vertically spaced through holes of the upper leg part, anda cap connected to the locking pin, the cap having a fastening sleeve put over an end of the locking pin, wherein the cap further comprises a spring for engagement by an exterior of the lower leg part.2. The telescopic support prop according to claim 1 , wherein the fastening sleeve has an insertion opening at a first end and a front wall at a second end.3. The telescopic support prop according to claim 1 , wherein the cap is made of a plastic material and the locking pin is made of a metal material.4. The telescopic support prop according to claim 1 , wherein the spring freely projects from an outer side of the fastening sleeve of the cap.5. The telescopic support prop according to claim 1 , wherein the spring is a flat spring.6. The telescopic support prop according to claim 1 , wherein the spring has a curved bearing area for bearing against the leg.7. The telescopic support prop according to claim 6 , wherein the curved bearing area of the cap is cylindrical.8. The telescopic support prop according to claim 6 , wherein the curved bearing area of the cap is curved in two orthogonal directions.9. The telescopic support prop according to claim 8 , wherein the curved bearing area is spherical.10. The telescopic support ...

SUPPORT FOR SUPPORTING A STRUCTURE REGION

The invention relates to a support () for supporting a structure region, comprising a central part which has a hollow profiled rectangular tube () and two end parts (), wherein each of the end parts () is arranged so as to be telescopable out of the central part from open ends () of the hollow profiled rectangular tube () in order to change the length of the support (). Each of the end parts () has a hollow profiled round tube (), and inner wall regions () of the hollow profiled rectangular tube () form guides for the hollow profiled round tubes ( ). The hollow profiled round tubes () can be guided in the central part in the longitudinal direction of the hollow profiled rectangular tube () by means of contact region () lying against the guides so as to achieve the telescopability of the end parts (). 1184498142321823238224. Support () for supporting a region of a structure , comprising a central part which has a hollow profiled rectangular tube () and comprising two end parts () , each of the end parts () being arranged so as to be able to telescope out of the central part from open ends () of the hollow profiled rectangular tube () in order to change the length of the support () , characterized in that the end parts () each have a hollow profiled round tube ( , ) , and inner wall regions () of the hollow profiled rectangular tube () form guides for the hollow profiled round tubes ( , ) , the hollow profiled round tubes ( , ) being guidable in the central part in the longitudinal direction of the hollow profiled rectangular tube () by means of contact regions () which abut the guides , in order for the end parts () to be able to telescope.22223. Support according to claim 1 , characterized in that the contact regions () are formed by outer wall regions of the hollow profiled round tubes ( claim 1 , ).3238. Support according to either or claim 1 , characterized in that the hollow profiled round tubes ( claim 1 , ) are designed to be non-threaded claim 1 , and/or in ...

Early-removal formwork system for concreting of constructions comprising beams, plates and columns

An early-stripping formwork system for concreting of constructions comprising beams, slab and columns comprises several rectangular standard formworks ( 1 ), props with multiple early-stripping support mechanisms ( 2 ), several filler beams ( 3 ) and filler panels. The standard formwork ( 1 ) consists of a panel ( 11 ) and a formwork frame ( 12 ), and the formwork frame ( 12 ) is provided with L-shaped corners ( 121 ) at its four corners. Each of the early-stripping prop ( 2 ) consists of an upper support inner tube ( 21 ) and a lower support tube ( 22 ) which form a telescopic connection, a rectangular head plate ( 23 ) is disposed at the top end of the upper support inner tube ( 21 ), one corner of the head plate ( 23 ) fits an internal corner of any one of the L-shaped corners ( 121 ) on the formwork frame ( 12 ). A load-releasing mechanism ( 24 ) is connected between the upper support inner tube ( 21 ) and the lower support outer tube ( 22 ). An early stripping mechanism ( 25 ) for early stripping of the standard formwork ( 1 ) is disposed on the upper support inner tube ( 21 ), short posts ( 251 ) for supporting the formwork frame ( 12 ) are disposed at four corners of the early stripping mechanism ( 25 ), and a structure for preventing the formwork frame ( 12 ) from slipping outwards is formed between the short post ( 251 ) and the L-shaped corner ( 121 ). The formwork frame ( 12 ), the filler panel, the filler beam ( 3 ), and a bridge beam ( 4 ) may be all in a detachable combined structure. In the formwork system, transport and storage of the formwork are convenient, and manufacturing cost is reduced.

FORMWORK SUPPORT ELEMENT

This invention relates to a formwork support member, and a scaffold structure formed from at least a pair of adjacent formwork support members. The formwork support member comprises at least two spaced vertical members, at least one connecting member bridging said vertical members to form thereby a rigid formwork support member, each vertical member including a plurality of attachment means at spaced intervals there-along for releasable attachment thereto of at least one brace member extending between adjacent formwork support members to form the scaffold structure. 1. A formwork support member comprising at least two spaced vertical members , at least one connecting member bridging said vertical members to form a rigid formwork support member , each vertical member including a plurality of attachment means at spaced intervals there-along for releasable attachment thereto of at least one brace member extending between adjacent formwork support members to form a rigid structure.2. The formwork support member of claim 1 , wherein each attachment means is adapted for releasable attachment thereto of a plurality of connecting members and/or brace members.3. The formwork support member as in claim 1 , wherein each of the attachment means comprises a plurality of spaced apart apertures.4. The formwork support member of claim 3 , wherein each of the attachment means comprises a ring around its respective vertical support member claim 3 , where the apertures are spaced apart around the ring.5. The formwork support member as in claim 1 , further comprising a forked element atop of each vertical member.6. The formwork support member of claim 5 , wherein the vertical support member comprises jacking means for raising and lowering the forked element.7. The formwork support member as in claim 1 , wherein an upper end of each vertical member is adapted to support a second formwork support member atop of it claim 1 , where each vertical member is attached to an adjacent lower ...

POLE CLAMP SYSTEM FOR PARTITION MOUNT

A pole clamp system for mounting between a pole and an abutting surface includes a pole interface configured to interface with a side body portion of a pole, a guide portion extending from the pole interface, a locking plate extending from the pole interface adjacent to the guide portion, a biasing unit extending through the guide portion and the locking plate, and a head interface coupled to the biasing unit. The biasing unit outwardly biases the pole interface and head interface in opposite directions. 1. (canceled)2. A pole clamp system for mounting between a pole and an abutting surface comprising:a pole interface;a guide portion extending from the pole interface;a locking plate extending from the pole interface adjacent to the guide portion;a biasing unit extending through the guide portion and the locking plate; anda head interface coupled to the biasing unit;wherein the biasing unit outwardly biases the pole interface and head interface in opposite directions, andwherein the locking plate moves along the biasing unit.3. The pole clamp system of claim 2 , wherein the locking plate rotates relative to the pole interface.4. The pole clamp system of claim 2 , wherein the pole interface comprises a base portion and a hook extending in a first direction at an angle from the base portion.5. The pole clamp system of claim 4 , wherein the base portion is offset from the biasing unit and extends in parallel to the biasing unit.6. The pole clamp system of claim 4 , wherein the hook comprises two points of contact for interfacing with a pole.7. The pole clamp system of claim 4 , wherein the guide portion and the locking plate extend from the base portion in a second direction opposite to the first direction.8. The pole clamp system of claim 2 , wherein the biasing unit is linear.9. The pole clamp system of claim 2 , and wherein the biasing unit comprises:a pole segment having a first end and a second end, the pole segment being adjustable in length between the first end ...

METHOD AND APPARATUS FOR RAISING A STRUCTURE

A system and method for raising a structure, or part thereof, the system comprising vertical jack members connected and disposed about a rail system attached about the periphery of the structure. The vertical jack members comprise an outer sleeve and a slidable inner portion that is driven vertically by a jack screw and drive block. Extensible diagonal cross-braces stabilize the jack members and structure being raised. 1. A jacking system for raising a structure , the jacking system comprising:a bottom rail disposed about a periphery of the structure;a top rail disposed about a periphery of the structure, the top rail separated from the bottom rail by a distance; andat least one of a vertical jack member disposed between the bottom rail and the top rail, the vertical jack member including an outer support sleeve and an inner portion slidable within the outer support sleeve, the vertical jack member having a threaded rod disposed within the vertical jack member, the threaded rod coupled to at least one of a slidable inner portion, and configured to vary a length of the vertical jack member, thereby causing the distance between the bottom rail and the top rail to vary.2. A jacking system according to further comprising at least one of a telescoping diagonal brace claim 1 , the telescoping diagonal brace coupled at a first end to the top rail and at a second end to the bottom rail claim 1 , and the brace configured to elongate as the distance between the top rail and the bottom rail claim 1 , the brace further structured to resist contraction.3. A jacking system according to further comprising a powered drive gear box connected to the threaded rod and configured to rotate the threaded rod.4. A jacking system according to wherein the threaded rod is a rotatable claim 1 , self-locking threaded lifting rod engaging a drive block claim 1 , the drive block connected to at least one of a slidable inner portion of the vertical jack member and configured to be movable about ...

Pass-Through Head Assembly for a Grid Shoring System

A pass-through head assembly is provided. The pass-through head assembly may include a central shaft, a plurality of support bars, a seat, and a seat support plate. The central shaft may extend between a first end plate and a second end plate. Each end plate may define an aperture that aligns with an interior cavity of the central shaft. The plurality of support bars may extend from the central shaft and the second end plate. The seat and seat support plate may each be circumferentially disposed about the central shaft and define apertures that are sized to allow the seat and the seat support plate to pass over the central shaft and the plurality of support bars. The seat may be configured to support one or more beams. The seat support plate may be disposed between the seat and the second end plate.

BRACING DEVICE

A bracing device has a supporting module and a restraining element mounted around the supporting module to provide a restraining-supporting effect to the supporting module. The supporting module has at least one supporting element. The at least one supporting element is elongated and has an axial segment and two connecting heads. The axial segment has at least one concave edge and at least one loading section. The connecting heads are respectively formed on two connecting ends of the axial segment. The restraining element has at least one pair of side boards, two restraining boards and at least one viewing hole aligning with the at least one concave edge of the axial segment to enable a user to see the at least one supporting element of the bracing device via the at least one viewing hole without dismantling the restraining element. 1. A bracing device comprising: [ a first side;', 'a second side;', 'two connecting ends; and', 'two sidewalls, and each one of the sidewalls having at least one concave edge formed in the sidewall of the axial segment to form at least one loading section on the axial segment at a position corresponding to the at least one concave edge of the sidewall between the connecting ends of the axial segment; and, 'an axial segment being elongated-plate-shaped and having'}, 'two connecting heads respectively formed on the connecting ends of the axial segment; and, 'at least one supporting element, and each one of the at least one supporting element having'}, 'a supporting module having'} at least one pair of side boards, and each one of the at least one pair side boards mounted in one of the at least one concave edge of one of the sidewalls of the axial segment;', 'two restraining boards abutting on the axial segment of the at least one supporting element and connected to the at least one pair of side boards; and', 'at least one viewing hole formed through the restraining element and aligning along the at least one loading section of the axial ...

G-HOOK FOR MUTUAL RELEASABLE CONNECTION OF TWO PROP PORTIONS OF A VARIABLE LENGTH CONSTRUCTION PROP

A G-hook for the mutual releasable connection of two prop portions of a telescopic construction prop has a pin and a hoop. The pin and the hoop are different, separate parts which are rotationally rigidly connected to one another, meaning the pin cannot rotate relative to the hoop because they are rigidly fixed to one another. The pin has a force introduction portion with a surface which is curved regionally and a force removal portion which is diametrically opposite the force introduction portion and whose surface is formed substantially planar. 1. A G-hook for the mutual releasable connection of two prop portions of a telescopic construction prop , the G-hook comprising:a pin configured for the mutual connection of the two prop portions; anda hoop configured for captively securing the pin to the telescoping construction prop;wherein the pin and the hoop are two different parts which are produced from different materials and are rotationally rigidly connected to one another;wherein the pin comprises a force introduction portion diametrically opposed to a force removal portion, where the force introduction portion comprises a first surface which is curved at least regionally, and where the force removal portion comprises a second surface that is substantially planar, or where the second surface has a curvature which is less curved than the curvature of the first surface.2. The G-hook of claim 1 , wherein the hoop is connected to the pin by a press fit connection claim 1 , a form-fitted connection claim 1 , a weld connection and/or a brazed connection.3. The G-hook of claim 1 , wherein the pin and the hoop are produced from steels of different quality.4. The G-hook of claim 1 , wherein the pin has a freely projecting first end disposed opposite a second end of the pin claim 1 , and where the hoop has a free end disposed opposite a second end of the hoop claim 1 , where in the region of the second end of the pin is connected to the second end of the hoop claim 1 , and ...

MOBILE SUPPORT APPARATUS AND METHOD OF USING SAME

A mobile support apparatus that includes one or more extension and refraction devices and a unit that is releasably attachable to vertical members of the apparatus such that the apparatus can be extended in one or more stages to a vertical height that is substantially greater than the height of the fully retracted apparatus. The mobile support apparatus is useful for a multitude of new and existing construction-related applications. 1. An apparatus comprising:a support structure comprising a plurality of vertical support members, each of the plurality of vertical support members having a load-engaging portion located at an upper end, a ground-engaging portion located at a lower end, and a telescoping portion that enables the load-engaging portion to be raised and lowered relative to the ground-engaging portion, wherein the load-engaging portion, ground-engaging portion, and telescoping portion are vertically aligned and the telescoping portion is releasably connectable to the ground-engaging portion and moveable with respect to the ground-engaging portion; andat least one extension and retraction device that is adapted to releasably engage the telescoping portion and to cause the telescoping portion to extend and retract with respect to the ground-engaging portion.2. The apparatus of claim 1 , wherein the support structure further comprises a first locking structure having a locked configuration in which the position of at least one of the telescoping portions is fixed relative to the ground-engaging portion and an unlocked configuration in which said at least one of the telescoping portions is vertically movable relative to the ground-engaging portion.3. The apparatus of claim 2 , wherein the first locking structure comprises a first hole located on the ground-engaging portion claim 2 , a second hole located on said at least one of the telescoping portions claim 2 , and at least one pin adapted to simultaneously engage the first hole and second hole.4. The ...

Construction support

A construction support having an outer tube extending in a longitudinal direction, and an inner tube arranged therein, extending in the longitudinal direction, adjustable in relation to the outer tube in the longitudinal direction and having an outer thread. The outer tube is an uneven rolled tube and provided with at least one guide groove during roll-production. The guide groove extends in the longitudinal direction and is open in the radially inward direction. The inner tube is a round tube and has at least one guide element protruding radially outwards that engages in the radially inwardly open guide groove such that the inner tube is interlockingly anti-rotationally arranged in the circumferential direction in the outer tube. An adjustment nut is arranged in a longitudinal end region of the outer tube in a captive manner such that it is rotatable in the circumferential direction.

SUPPORT HEAD HAVING A LOWERABLE SUPPORT HEIGHT FOR A FORMWORK SUPPORT

The invention relates to a support head () for attachment to a formwork support (-) for creating the formwork for a floor () using a large number of floor formwork elements (-) which each have a form surface (). The support head () has two support portions () suitable for supporting at least one pair of adjacent floor formwork elements () of the large number of floor formwork elements (-). The support head () has an adjustment device () for moving a first support portion () into an arrangement in which the floor formwork element () which can be mounted on the first support portion () can be mounted thereon on at least one subjacent mounting point (P) which is at a lower mounting height (h) than a formwork mounting height (h). The mounting point (P) of the second support portion () remains at the formwork mounting height (h). 120201818441414222020alau. Support head ( , ) for attachment to a formwork support (-) for creating the formwork for a floor () using a large number of floor formwork elements (-) which each have a form surface (); wherein the support head ( , ) has:{'b': 28', '20', '20', '30', '18', '18, 'sup': '(l)', 'i': a', 'l, 'a connecting portion () for connecting the support head (, ) to a shaft portion () of the formwork support (-);'}{'b': 32', '34', '14', '14', '14', '14', '14', '14', '32', '34, 'i': j', 'k', 'a', 'u', 'j', 'k, 'sub': 1', '2, 'two support portions (, ) suitable for supporting at least one pair of adjacent floor formwork elements (, ) of the large number of floor formwork elements (-) such that each one of the floor formwork elements (, ) of the adjacent pair can be mounted on each of the support portions (, ) on at least one mounting point (P, P);'}{'sub': 1', '2', '1, 'wherein the mounting points (P, P) have a substantially equal formwork mounting height (h);'}{'b': 20', '20', '46', '32', '14', '32, 'sup': '(l)', 'i': 'j', 'sub': 3', '2', '1, 'wherein the support head (, ) has an adjustment device () for moving a first support ...

FULLY ADJUSTABLE SUSPENDED POST AND PANEL MODULES AND INSTALLATION METHODS

A wall module for a modular wall structure integrates a wall panel portion with a post portion having bottom extensions and at least one groove for receiving a distal end portion of a wall panel portion of an adjacent module. The bottom post extension may be suspended in a post hole and anchored with a material such as concrete. 1. A method of constructing a modular wall using wall modules comprising a panel portion integrally formed of a rigid material with and cantilevered from a post portion , the method comprising:suspending a distal end of the post portion of a wall module within a post hole while the wall module is vertically aligned and supported;arranging one or more load bearing members under the panel portion of the wall module to provide vertical support and maintain the wall module, including the post portion, at a predetermined height; andpouring a material into the post hole such that the material fills space between the distal end of the post portion and a bottom of the post hole and spaces between sides of the post portion and sides of the post hole.2. The method of claim 1 , further comprising forming the post hole as one of a series of post holes claim 1 , one hole for each of a plurality of consecutive wall modules.3. The method of claim 2 , wherein the post hole is formed to a depth which is greater than the difference between i) the height of a load bearing member arranged under the panel portion of the wall module to provide vertical support and ii) the length of a bottom post extension extending past a bottommost edge of the panel portion.4. The method of claim 1 , further comprising bracing the wall module in a transverse direction to assure the vertical alignment.5. The method of claim 4 , wherein the bracing is performed using a single brace having two points of contact with the wall module claim 4 , one point of contact being higher than the second point of contact claim 4 , the single brace being anchored in earth or supported by a ...

UNDERGROUND VAULT ROOF SUPPORT

A shoring assembly for utility vaults. A crossbeam member is carried by a column member and a bracket is connected between the crossbeam member and the column member. The bracket supports the crossbeam member on the column member and comprises a jack member that is extendable upward to engage and move the crossbeam member upward relative to the column member into a support position against a vault roof to be shored. 1. A shoring assembly for supporting a utility vault roof , the assembly comprising:an elongated column member;an elongated crossbeam member configured to be carried by the elongated column member in an orientation generally perpendicular to the column member and generally parallel to a utility vault roof to be shored; anda bracket connectable between the crossbeam member and the column member and configured to support the crossbeam member on the column member, the bracket comprising a jack member extendable upward to engage and move the crossbeam member upward relative to the column member into a support position against a vault roof to be shored.2. A shoring assembly as defined in in which the jack member comprises a threaded rod assembly.3. A shoring assembly as defined in in which the threaded rod assembly is configured to be alternately extendable and retractable using a standard open end wrench.4. A shoring assembly as defined in in which the bracket comprises a retainer configured to secondarily retain the crossbeam member in the engaged position independent of jack member engagement with the crossbeam member.5. A shoring assembly as defined in in which the retainer comprises a bracket through-hole disposed in a position to receive a fastener engaging the bracket and the crossbeam member such that the crossbeam member is supported on the bracket by the fastener.6. A shoring assembly as defined in in which the bracket comprises metal elements connected together.7. A shoring assembly as defined in further comprising a filler block disposed between ...

Modular Posts of an Integrated Construction System

Various implementations described herein are directed to a modular post of an integrated construction system. In one implementation, the modular post includes a longitudinal extruded post having a first end and a second end. Each end of the longitudinal extruded post is configured to receive a post end component. The longitudinal extruded post includes a plurality of grooves cut into the longitudinal extruded post at predetermined locations along the post. 1. A modular post of an integrated construction system , comprising: a first end and a second end, each end configured to receive a post end component; and', 'a plurality of grooves cut into the longitudinal extruded post at predetermined locations along the post., 'a longitudinal extruded post having2. The modular post of claim 1 , wherein the longitudinal extruded post is constructed of aluminum.3. The modular post of claim 1 , wherein the modular post includes at least one post fitting mechanically fastened to the longitudinal extruded post.4. The modular post of claim 3 , wherein the at least one post fitting is coupled to the post by sliding the at least one post fitting down the longitudinal extruded post and twisting the at least one post fitting into place.5. The modular post of claim 4 , wherein the at least one post fitting is twisted into place at one of the plurality of grooves.6. The modular post of claim 5 , wherein the at least one post fitting is fastened to the longitudinal extruded post using a screw.7. The modular post of claim 1 , wherein the longitudinal extruded post includes a plurality of ribs along the longitudinal extruded post.8. The modular post of claim 7 , wherein the plurality of grooves are cut into the plurality of ribs.9. The modular post of claim 1 , wherein the post end component comprises a post end fitting.10. The modular post of claim 9 , wherein the post end fitting is a permanent fitting.11. The modular post of claim 1 , wherein the post end component comprises screw leg ...

Temporary Support and Raising Device

The support of the present invention resembles a conventional Acrow prop which may be used for temporarily supporting a load. In particular, the present invention is arranged to support a surface at a static position. For example, the surface may comprise a ceiling/beam/lintel within a structure wherein the usual permanent supports for the ceiling/beam/lintel are being replaced or deemed temporarily insufficient. However, the present invention can be used in numerous situations where a support is required and for which the support can be quickly and easily installed. The present invention provides (hydraulic) movement means to move the upper end relative to the lower end. In addition, the present invention provides retraction prevention means to prevent the upper end moving towards the lower end whilst supporting the load and prevents the inner core member being forcibly retracted back into the outer sleeve member due to the compressive force of the load. A hydraulic ram has a maximum extension limit and the present invention uses an adjustable mounting/abutment mechanism which means that a relatively small hydraulic ram can be installed in the outer sleeve member . This size of hydraulic ram will then be suitable for all heights and the support is not limited to simply being moveable within a restricted range. 137-. (canceled)39. The support according to in which the retraction prevention means comprises:a collar engaged on a threaded outer surface of the outer sleeve member;a slot defined in the outer sleeve member wherein the slot is at leastan aperture defined in the inner core member; anda retaining member which is locatable through the slot and the aperture.40. The support according to in which the movement means comprises a hydraulic ram.41. The support according to in which the movement means comprises a hydraulic ram comprising a coupling which extends laterally from a main body and the coupling is arranged to extend through a coupling slot provided in the ...

Support arrangement of a wind turbine tower

A support arrangement of a wind turbine tower and a method to support the tower is provided. A support arrangement for a wind turbine tower is disclosed, whereby the support arrangement includes a first connection means to connect to a first part of the tower. The support arrangement includes a second connection means to connect to a second part of the tower. The first connection means are fixed in their position in respect to the support arrangement, and the second connection means are adjustable connected to the support arrangement, so that the distance between the first connection means and the second connection means is adjustable to counteract a deformation of the tower due to gravity. The support arrangement includes a third connection means to detachably fix the position of the second connection means in respect to the support arrangement 1 to support the counteracted shape of the tower.

WOOD GANG FORM AND METHOD FOR CONSTRUCTING CONCRETE BUILDING USING SAME

Disclosed is a wood gang form including: a placing plate made with wood; a frame joined to the edge of one side of the placing plate; and a plurality of joist members which are arranged on one side of the placing plate at a predetermined interval from each other, are joined to one of the placing plate and the frame to reinforce the placing plate or the frame. 1. A wood gang form comprising:{'b': '10', 'a placing plate () made with wood;'}{'b': '20', 'a frame () joined to the edge of one side of the placing plate; and'}{'b': '30', 'a plurality of joist members () which are arranged on one side of the placing plate at a predetermined interval from each other, are joined to one of the placing plate and the frame to reinforce the placing plate or the frame,'}{'b': 31', '32', '33, 'wherein the joist member includes: a joist body () which has a three-dimensional shape and is supported on the placing plate; and one or more through holes which are formed in the joist body in a circular form or an elongated form and to which equipment for placing concrete is connected, the through holes being a first through hole () which penetrates a front portion of the joist member in the back and forth direction and a second through hole () which penetrates at least one of the upper and lower portions of the joist body in the vertical direction.'}2. The wood gang form according to claim 1 , further comprising:{'b': '50', "a handrail () which is interposed between the joist members and is fixed on the joist members adjacent to each other in the longitudinal direction or fixed on the joist member and the frame, to which a worker's safety hook is connected or which is used as a hand-grip, the handrail being welded after penetrating through the through holes of the neighboring joist members or welded on sides of the joist members."}3. The wood gang form according to or claim 1 , further comprising:{'b': '39', 'a reinforcing plate () which is mounted at an edge portion between the joist ...

Clamp for coupling props to beams, prop comprising same and assembly method

An elastic clamp is for coupling props to beams. The clamp includes a minimum of two elastic wings able to hold and exert pressure on opposite lateral faces of the beam to be supported by the prop. The clamp allows the prop to be retained in a place selected along the beam to be supported, and prevents the prop from falling and rotating sideways.

STRUT FOR A MULTI-STORY BUILDING

A strut may be interposed between a first floor plate and a second floor plate of a multi-story building, wherein the first floor plate is disposed overtop of the second floor plate. The strut includes a first post section and a second post section. The first post section includes a first portion that is coaxial with, annular to and slidably disposed within a second portion of the second post section. A damping actuator is interposed between the first post section and the second post section, and is arranged to dynamically control a position of the first post section in relation to the second post section. The strut also includes an accelerometer. A controller is in communication with the accelerometer and the damping actuator, and controls the damping actuator to control the position of the first post section in relation to the second post section. 1. A strut interposed between a first floor plate and a second floor plate of a multi-story building , wherein the first floor plate is disposed overtop of the second floor plate , comprising:a first post section and a second post section, the first post section including a first portion that is slidably disposed within a second portion of the second post section;a damping actuator interposed between the first post section and the second post section, the damping actuator arranged to dynamically control a position of the first post section in relation to the second post section;a motion sensor; anda controller, in communication with the motion sensor and the damping actuator, wherein the controller controls the damping actuator to control the position of the first post section in relation to the second post section based upon an input from the motion sensor.2. The strut of claim 1 , further comprising:a first floor base coupled to the first post section and attached to the first floor plate; anda second floor base including a second post adjustment portion coupled to the second post section and attached to the second ...

STABILIZING A CONCRETE FORM

A device for stabilizing a concrete form includes an anchoring member with a channel aligned along a first axis, and elongate members with cavities aligned along a second axis, the elongate members coupled to form a frame. The device may include an anchoring post for insertion through the channel of the anchoring member to secure the device to a surface, and sliders with elongate bodies for insertion into the cavities of the elongate members, where the sliders are affixed to an engagement member structurally configured for engaging the concrete form. First retaining members may be structurally configured to engage the anchoring post when inserted through the channel of the anchoring member thereby maintaining a position of the frame along the first axis. Second retaining members may be structurally configured to engage a slider when inserted into the elongate member thereby maintaining a position of the slider along the second axis. 1. A device for stabilizing a concrete form , comprising:an anchoring member comprising a channel defining a pathway therethrough aligned along a first axis;at least two elongate members each comprising a cavity, the at least two elongate members coupled to one another thereby forming a frame for the device, the cavity of one of the at least two elongate members aligned substantially parallel to the cavity of another one of the at least two elongate members along a second axis, the second axis intersecting the first axis;an anchoring post structurally configured for insertion through the channel of the anchoring member to secure the device to a surface disposed adjacent to the concrete form;at least two sliders each comprising an elongate body sized and shaped for insertion from a first end thereof into the cavity of one of the at least two elongate members, at least one of the at least two sliders comprising a second end affixed to an engagement member, the engagement member comprising a surface structurally configured for engaging the ...

ADJUSTABLE SUPPORT COLUMN WITH UPLIFT-RESISTING ASSEMBLY

An uplift-resisting assembly, connected to a top of a tubular member of a height adjustable structural column, acts to transfer load, particularly uplift loads imposed on the structure to which the column supports, therethrough and into the tubular member. The housing of the assembly is connected to the tubular member, which is connected to a base such as a footing. A threaded rod extends through the housing and into the tubular member. A top plate, connectable to a structure above is attached to the top of the threaded rod. An adjustment nut, threaded onto the threaded rod for adjusting the height of the column is sandwiched between the top of the housing and the top of the tubular member. The adjustment nut bears on the tubular member in compression and bears on the top of the housing during uplift, the uplift being transferred via the housing into the tubular member. 1. A structural column resistant to compression and uplift load by a structure thereabove comprising:an elongate, tubular member having a bore formed therethrough, an open bottom end and a closed top end, the closed top end having an opening therethrough;a housing, having a top with an opening formed therein and at least one side wall extending therefrom for connection to the tubular member for spacing the top of the housing above the top of the tubular and at least one open side;a threaded rod, extending through the opening in the top of the housing and the opening in the closed top end of the tubular member and into the bore thereof and retained therein;an adjustment nut threaded to the threaded rod and rotatably positioned between the top of the housing and the closed top end of the tubular member for adjusting an effective height of the column;a top plate connected to a top of the threaded rod adapted for attachment to the structure thereabove for transferring load from the structure to the threaded rod; anda bottom plate connected to a lower end of the tubular member, the bottom plate adapted ...

System, apparatus and method for use in construction to assist in supporting suspended concrete

An apparatus for use in construction to assist in the support of suspended concrete during at least a curing phase of the concrete. The apparatus comprises a base member and a support member coupled to the base member and moveable relative to the base member between a first relative position (“first position”) and a second relative position (“second position”). A biasing mechanism is operatively coupled to the support member to bias the support member toward the second position. In use, the support member is positioned to engage and support the suspended concrete and move from the first position toward the second position as the concrete cures and contracts, to maintain substantially continuous support to the concrete during at least a substantial period of the curing phase. In the preferred embodiment the apparatus is configured for use with a support prop.

Horizontal Formwork

A horizontal formwork is disclosed that includes a support base and a plurality of formwork panels that are supported thereon. The support base includes a plurality of basic grids that each have four heads arranged at the vertices of the basic grid. Two main beams are arranged parallel to one another, and two edge beams arranged parallel to one another and perpendicular to the main beams. Each basic grid also includes central beams which are arranged parallel to the edge beams and supported on the main beams. The main beams include housings adapted for receiving an end of a respective central beam. At least one of the basic grids includes at least one main beam having support sections for additional beams for supporting the formwork panels. 1. A horizontal formwork comprising:a plurality of formwork panels; first, second, third and fourth heads arranged respectively at the first, second, third and fourth vertices, each of the first, second, third and fourth heads being respectively supported by a first, second, third and fourth prop;', 'first and second main beams arranged parallel to one another, each of the first and second main beams having a first end and a second end, the first end of the first main beam being supported on the first head, the second end of the first main beam being supported on the second head, the first end of the second main beam being supported on the third head and the second end of the second main beam being supported on the fourth head, each of the first and second main beams including a plurality of housings disposed spaced apart from one another;', 'first and second edge beams arranged parallel to one another and perpendicular to the first and second main beams, each of the first and second edge beams having a first end and a second end, the first end of the first edge beam being supported on the first head, the second end of the first edge beam being supported on the third head, the first end of the second edge beam being supported on ...

JACKING POLE

A jacking pole apparatus is disclosed. A jacking pole may include two tubular members, slidably engaged with one another in such a manner that they may extend or expand. A jacking pole may engage two surfaces or objects and extend therebetween in order to provide support. Further, a jacking pole may vertically displace an object or surface. A jacking pole utilizes locking mechanisms to remain in certain positions and provide continuous support for surface and objects. The locking mechanisms may also be utilized during vertical displacement in order to facilitate such motion. 1. An extensible pole comprising:a first member slidably engaged with a second member; anda jacking member, wherein the jacking member effectuates sliding of the first member in relation to the second member.2. The extensible pole of claim 1 , further comprising a locking mechanism removably engaging the first member to restrict sliding in at least one direction.3. The extensible pole of claim 2 , wherein the locking mechanism is at least one pin removably engaging at least one hole disposed in the first member or removably engaging at least one hole disposed in the first member and at least one hole disposed in the second member.4. The extensible pole of claim 2 , further comprising a sliding collar claim 2 , the sliding collar having at least one hole disposed transversely therein.5. The extensible pole of claim 4 , wherein the locking mechanism comprises a first pin and a second pin; wherein the first pin engages at least one hole of the first member and the sliding collar and the sliding collar abuts the top face of the second member; wherein a second pin engages the first and second members.6. The extensible pole of claim 5 , wherein the first and second pins engage the first and second members and the sliding collar through the at least one hole disposed in the first and second members and the sliding collar.7. The extensible pole of claim 5 , wherein the sliding collar is slidably engaged ...

Modular pipe brace assembly

A modular pipe brace assembly is provided for supporting a concrete wall panel, where the modular pipe brace assembly has a plurality of brace sections that each have a pipe with one of at least two standard lengths and a connection plate attached to each end of the pipe. At least two of the plurality of brace sections are attached together in longitudinal alignment by engaging the connection plates to define a pipe assembly with a desired length. An adjustable shoe assembly is attached to each end of the pipe assembly and is configured to engage a ground anchor or a concrete wall panel. The plurality of brace sections may, for example, include a low-load brace section that has a low-load capacity pipe and a high-load brace section that has a high-load capacity pipe.

LEAN-TO RIGGING APPARATUS FOR SHAFT INSTALLATION

A lean-to rigging apparatus is described for installation in a shaft, such as an elevator shaft, having a wall and including at least one sill opposite the wall. The rigging apparatus includes a spanning beam, a sill support structure, a wall support member, and a hoist connector. The sill support structure on a first end of the spanning beam is designed to seat against a sill in the in the shaft while the wall support member on a second end of the spanning beam abuts against the opposite shaft wall. The sill support structure is rigidly connected to the spanning beam in a hingeless configuration and can seat against a sill in a plurality of seating positions. These seating positions allow the rigging apparatus to be positioned in a plurality of angles and therefore to be installed in shafts of different dimensions. The hoist connector is configured to allow a connection to a hoist device for hoisting various materials from one level to another within the shaft. 1. A lean-to rigging apparatus comprising:a spanning beam having a first end, a second end, and a length measured from the first end to the second end;a sill support structure rigidly attached to the first end of the spanning beam and configured to abut a first surface in a plurality of positions;a wall support member attached to the second end of the spanning beam and configured to abut against a second surface that is opposite the first surface; andat least one hoist connector arranged on the spanning beam, wherein the hoist connector is configured to allow a connection to a hoist device; the length of the spanning beam is longer than a horizontal distance measured from the first surface to the second surface along a direction substantially perpendicular to the first surface,', 'the apparatus is configured to define an angle measured from the spanning beam to the direction when the sill support structure abuts the first surface and the wall support member abuts the second surface, and', 'the angle is one ...

SUPPORT

A support is provided, comprising a first bar with a first abutment element, a second bar with a second abutment element, and a guiding device by which the first bar is displaceably guided on the second bar. An actuating device which acts on the first bar and which comprises an actuating element is arranged on the second bar. A displacement of the first bar in a first direction of displacement can be initiated by actuation of the actuating element. The first direction of displacement is a direction of increase in distance between the first abutment element and the second abutment element. The actuating device comprises a blocking device which blocks a displacement of the first bar in relation to the second bar in a second direction of displacement, which is opposite the first direction of displacement, at least when no active releasing action occurs at the blocking device. 1. Support , comprising:a first bar;a first abutment element which is held on the first bar by means of a first thread with a first thread direction;a second bar;a second abutment element which is held on the second bar by means of a second thread with a second thread direction, the first thread direction being opposite to the second thread direction; anda guiding device by which the first bar is displaceably guided on the second bar;wherein:an actuating device which acts on the first bar and which comprises an actuating element is arranged on the second bar, it being possible for a displacement of the first bar in a first direction of displacement to be initiated by actuation of the actuating element, and the first direction of displacement being a direction of increase in distance between the first abutment element and the second abutment element; andthe actuating device comprises a blocking device which blocks a displacement of the first bar in relation to the second bar in a second direction of displacement, which is opposite to the first direction of displacement, at least when no active ...

SUPPORT POST

The present invention relates to a support post () comprising at least two tubes () telescopically in sliding connection to each other. A locking device () holds the tubes in a locked state and allowing relative sliding of the tubes in an unlocked state. At least one end () of the support post has an opening () in connection with a surface support element (). A spring is arranged within the opening of the support post to act on the surface support element (), to resiliently affect the surface support element () in a direction away from the open end () of the support post and vice versa. The locking device () comprises a locking ring loosely arranged on one of the tubes () and further comprises a first ring holding arm arranged at one end of the other tube (); the first ring holding arm having a first recess for retaining the locking ring in loose arrangement around said tube () with limited movability. A lever is in engagement with the spring and arranged in a first position in an unstressed condition of the spring. The lever is arranged in a second position in a stressed condition of the spring. By moving the lever from the first position to the second position, and vice versa, resiliently affect the surface support element () in a direction to and from the open end () of the support post (). The surface support element is arranged to be installed on a floor, and the lever is a pedal. 124681012112141141611618118201202212224124141141411411082182204821822262222244261261022612630130321321811812112261261811814114102612618118141141102612614114102. A support post () comprising at least two tubes ( , ) telescopically in sliding connection to each other , a locking device () holding the tubes in a locked state relative each other and allowing relative sliding of the tubes into each other in an unlocked state , at least one end () of the support post has an opening (; ) in connection with a surface support element (; ) having a profile member (; ) in sliding engagement with ...

Lowering system and support device, and ceiling formwork having such a lowering system

The invention relates to a lowering system ( 10 ) for lowering ceiling formworks ( 70 ) during the removal of formworks of a building ceiling, comprising a reciprocating piston ( 14 ) and a support base ( 18 ), and a locking device, wherein the reciprocating piston ( 14 ) is slidably mounted in the support base ( 18 ), and can be pushed from an extended working position to a lowered position, and can be locked in the extended position by means of the locking device. The locking device has a pivot bearing and an eccentric lever ( 16 ), wherein the eccentric lever ( 16 ) is rotatably mounted in the pivot bearing, and the reciprocating piston ( 14 ) and the support base ( 18 ) are supported against each other in the working position by means of the eccentric lever ( 16 ).

Strut Extender Mechanism

An adjustable strut that includes an outer housing configured to receive an extendable member, and an extending mechanism with a gear system configured to convert rotation motion of an input mechanism into linear translation of the extendable member.

Telescopic structure with rotatable shaft

Concrete slab form system

A system of interconnecting structural components for supporting and forming suspended concrete slabs that allow removal of form panels without disturbing the slab support posts. Additional features of the system accommodate changes in suspended slab thickness, horizontal slab dimensions that are not multiples of the basis component dimensions, slab edge cantilevered form panels, attachment to walls and remote manipulation of form panels from the floor below using an erection staff. The primary system components are panels, support posts, telescopic beams, adjustable hanger connections, wall hangers, wall beams, raking shore assemblies and erection/stripping staffs. Form panels are directly supported by the shores without the use of an intermediate member (usually a beam) that is common practice in the concrete forming industry. The system reduces the number of required components that in turn reduces the capital cost to the user and improves his labor efficiency and quality of the concrete surface.

Система опалубки для бетонных плит

Предложена система соединения конструкционных компонентов для поддержания и формования бетонных плит перекрытия, обеспечивающая возможность демонтажа опалубочных щитов без создания возмущающих усилий для поддерживающих стоек бетонной плиты. К числу дополнительных преимуществ предлагаемой системы относится обеспечение возможности варьирования толщины бетонной плиты, возможность получения горизонтальных размеров бетонной плиты, не кратных базисным размерам компонентов, использование опалубочных щитов, простирающихся консольно от края бетонной плиты, обеспечение возможности прикрепления компонентов предлагаемой системы к стене и дистанционная манипуляция опалубочным щитом с поверхности, расположенной ниже, посредством монтажно-демонтажного багра. Основными компонентами предлагаемой системы являются опалубочные щиты, поддерживающие стойки опорной конструкции опалубки, телескопические балки, регулируемые подвесные соединительные компоненты, стеновые подвесные кронштейны, стеновые балки, наклонные узлы опорной конструкции опалубки и монтажно-демонтажные багры. Поддержание опалубочных щитов осуществляется непосредственно стойками опорной конструкции опалубки без использования промежуточных звеньев, в качестве которых обычно используются балки, в отличие от общепринятой практики в отрасли опалубочного формования бетонных плит. Применение предлагаемой системы позволяет уменьшить количество компонентов, требуемых для опалубочного формования бетонных плит, что позволяет снизить капитальные затраты, повысить производительность труда и обеспечить лучшее качество поверхности бетонных плит. 8 н. и 73 з.п. ф-лы, 21 ил. ÐÎÑÑÈÉÑÊÀß ÔÅÄÅÐÀÖÈß (19) RU (11) 2 329 364 (13) C2 (51) ÌÏÊ E04G 11/48 (2006.01) ÔÅÄÅÐÀËÜÍÀß ÑËÓÆÁÀ ÏÎ ÈÍÒÅËËÅÊÒÓÀËÜÍÎÉ ÑÎÁÑÒÂÅÍÍÎÑÒÈ, ÏÀÒÅÍÒÀÌ È ÒÎÂÀÐÍÛÌ ÇÍÀÊÀÌ (12) ÎÏÈÑÀÍÈÅ ÈÇÎÁÐÅÒÅÍÈß Ê ÏÀÒÅÍÒÓ (21), (22) Çà âêà: 2005122177/03, 17.12.2003 (72) Àâòîð(û): ÃÈËÅÑÏÈ Ïîë (CA), ÂÓÄ ×àðëüç (CA) (24) Äàòà íà÷àëà îòñ÷åòà ñðîêà äåéñòâè ïàòåíòà: 17.12.2003 (73) ...

The construction structure of slab deck being dismantled easily

본 발명은, 콘크리트 양생 후 슬라브 시공용 데크를 안전하고 손쉽게 해체할 수 있도록 한, 해체가 용이한 슬라브 시공 데크의 설치 구조에 관한 것이다. The present invention relates to an installation structure of a slab construction deck that can be easily dismantled so that the slab construction deck can be safely and easily dismantled after curing concrete. 본 발명의 설치 구조는, 대향하는 두 벽체 거푸집(11)에 각각 직립 설치되며 상부에 회전스토퍼(21A)가 구비된 바형 가이드 레일(21)과; 대향하는 두 회전스토퍼(21A)에 양 단부가 각각 놓여지며, 양 단부 저면에 브라케트(22A)가 구비된 상부 데크설치부재(22)와; 상부 데크설치부재(22)의 양 단부 저면에 각각 직교한 상태로 밀착되는 하부 데크설치부재(23)와; 외부 하중에 의해 높이가 스스로 낮아지며, 바닥과 하부 데크설치부재(23) 사이에 설치되는 자동 서포터(24)와; 상부 데크설치부재(22)의 브라케트(22A)에 상단부가 결합되는 가이드 롤러(25)로 구성된다. The installation structure of the present invention includes: a bar-shaped guide rail (21) having a rotary stopper (21A) at the top and installed upright on each of the two wall formwork (11) facing each other; An upper deck installation member 22 having both ends disposed at two opposite rotation stoppers 21A, the brackets 22A being provided at the bottom of both ends; A lower deck mounting member 23 in close contact with each other at right angles to the bottom of both ends of the upper deck mounting member 22; The height is lowered by the external load by itself, the automatic supporter 24 is installed between the bottom and the lower deck installation member 23; It consists of a guide roller (25) having an upper end coupled to the bracket (22A) of the upper deck installation member (22). 본 발명의 슬라브 시공 데크의 설치 구조는, 데크의 해체가 간편하고 안전사고의 발생 위험이 거의 없으며, 데크 해체에 따른 노동 부하가 현저히 감소하게 되는 이점이 있다. The installation structure of the slab construction deck of the present invention, the deck is easy to dismantle, there is little risk of occurrence of safety accidents, there is an advantage that the labor load due to the deck dismantling is significantly reduced. 거푸집, 서포터, 슬라브, 데크, 거푸집 Formwork, supporters, slabs, decks, formwork

A support unit for forming a slab of a reinforced concrete building structure

본 발명은 타설방식으로 축조되는 철근콘크리트 건축 구조물의 슬래브 성형을 위한 받침구조를 제공함에 의해 달성되게 된다. 본 발명은 상ㆍ하부재로 이루어 성기게 배치되는 통상의 서포트들이 전면적에 분포되어 떠받치는 거푸집으로 이룬 단벌의 가설물을 이용하여 타설방식으로 축조되는 철근콘크리트 건축 구조물의 슬래브 성형에서 공기단축을 위해 양생 완료전 가설물 선 해체 시 미양생 슬래브의 설계기준 허용응력 도달과정에서의 작용하중을 지탱시키기 위해 가설되는 철근콘크리트 건축 구조물의 슬래브 성형을 위한 존치 서포트 유닛으로서, 서포트들 내에 미양생 슬래브의 작용하중을 분산하여 받치는 적어도 2지점 이상에서 서포트들보다 조밀하고 동일 원주상에 적어도 3개 이상의 서포들이 국부적으로 배치되는 존치 서포트들 및 존치 서포트들의 중간 둘레에 부가적으로 설치되어 슬래브의 작용하중에 의한 존치 서포트들 각기의 좌굴현상을 방지하는 적어도 하나 이상의 버팀대를 포함하여서, 별도 제작하지 않고 통상의 일반 서포트을 이용하여 건축 구조물의 구조부재 설계기준 허용응력 도달에서의 하중을 안정되고 확고하게 지탱시키게 된다. The present invention is achieved by providing a supporting structure for slab forming of a reinforced concrete building structure constructed in a pouring manner. The present invention provides curing for shortening of construction period in the slab molding of reinforced concrete building structures constructed by pouring using a single-piece temporary structure made of a formwork that is distributed over the entire area of normal supports, which are sparsely arranged by upper and lower members. As a retention support unit for slab forming of a reinforced concrete building structure that is erected to support the applied load in the process of reaching the design standard allowable stress of the uncured slab during dismantling of the temporary structure before completion, the applied load of the uncured slab in the supports At least two supporting supports are denser than the supports at at least two points that are dispersedly supported, and at least three or more supports are locally arranged on the same circumference and additionally installed around the middle of the retaining supports and retaining support by the applied load of the slab. Including at least one or more braces to prevent buckling, it is possible to stably and firmly support the load when the structural member design standard allowable stress of the building structure is reached by using a general support without having to manufacture it ...

Wiring board and circuit module

배선기판은 베어(bare) 무선 주파수 IC를 수납한다. 차폐 배선막들은 상기 IC의 위아래에 제공된다. 다수의 차폐 층간 접속전도막들, 즉, 차폐 비아-홀(via-holes)은 상기 IC를 둘러싸기 위해서 제공된다. 상기 차폐 배선막들과 상기 차폐 층간 접속전도막들은 상기 IC를 전기적으로 차폐할 수 있는 차폐 케이지를 특징으로 하고 있다. 그러므로 차폐 갭(gap)을 부착시킬 필요가 없다. The wiring board houses a bare radio frequency IC. Shielding wiring films are provided above and below the IC. A plurality of shielding interlayer conductive films, i.e. shielding via-holes, are provided to surround the IC. The shielding wiring films and the connection conductive films between the shielding layers may be shielded cages that may electrically shield the IC. Therefore, there is no need to attach a shielding gap.

Method for reducing booting time in wireless terminal

본 발명은 휴대단말기의 부팅 시간 단축방법에 관한 것으로, 특히 상기 휴대단말기에서 낸드(NAND)메모리의 코드를 램(RAM)메모리에 복사하는 시간을 감소시킴으로써 상기 휴대단말기가 대기모드로 전환하는 시간을 단축하는 휴대단말기의 부팅 시간 단축방법에 관한 것이다. The present invention relates to a method for shortening the boot time of a portable terminal, and in particular, by reducing the time for copying a code of a NAND memory to a RAM memory in the portable terminal, thereby reducing the time for the portable terminal to switch to standby mode. The present invention relates to a method for shortening the boot time of a portable terminal. 이를 달성하기 위한 휴대단말기에서 부팅 시간을 단축하는 방법은 가상메모리의 코드영역에 대한 프로그램 카운터를 수행하는 과정과; 상기 프로그램 카운터가 이동되어 위치된 상기 가상메모리의 해당 가상번지와 매핑되는 제1물리메모리의 해당 물리번지가 페이지 테이블에 존재하는지 판단하는 과정과; 상기 페이지 테이블에 상기 해당 가상번지와 매핑 되는 상기 해당 물리번지가 존재하지 않으면, 예외처리부(abort handler)에 의해 상기 해당 가상번지와 매핑되는 상기 해당 물리번지가 상기 페이지 테이블에 할당되는 과정과; 상기 페이지 테이블에 상기 해당 가상번지와 매핑되는 상기 해당 물리번지가 할당되면 상기 페이지 테이블에 할당된 해당 물리번지를 참조하여, 상기 해당 가상번지에 대응하는 제2물리메모리에 저장된 부팅 모드를 수행하기 위한 코드를 상기 제1물리메모리의 해당 물리번지에 복사하는 과정과; 상기 과정들을 반복수행하면서 상기 부팅 모드를 수행하기 위한 코드를 상기 제1물리메모리에 복사하는 과정을 포함하는 것을 특징으로 한다. In order to accomplish this, a method of reducing a boot time in a portable terminal may include: performing a program counter for a code region of a virtual memory; Determining whether a corresponding physical address of a first physical memory mapped to a corresponding virtual address of the virtual memory located by moving the program counter exists in a page table; If the corresponding physical address mapped to the corresponding virtual address does not exist in the page table, assigning the corresponding physical address mapped to the corresponding virtual address by an exception handler to the page table; When the corresponding physical address mapped to the corresponding virtual address is allocated to the page table, the boot mode stored in the second physical memory corresponding to the corresponding virtual address is referred to by referring to the corresponding physical address assigned to the page table. Copying a ...

무전원 구동 랩온어칩 및 그 구동 방법

무전원 구동 랩온어칩이 개시된다. 본 발명의 실시예에 따른 무전원 구동 랩온어칩은, 시료가 주입되는 시료 주입부, 상기 시료에 대한 화학 분석이 수행되는 반응 챔버, 상기 시료 주입부 및 상기 반응 챔버를 연결되어, 모세관 현상에 의해 상기 시료를 상기 반응 챔버로 유동시키는 시료 미세 유로, 상기 반응 챔버에 담긴 시료에 대한 화학 분석을 수행하는 검출 전극 및 기준 전극, 완충액이 저장되는 완충액 저장고, 상기 완충액 저장고와 연결되어, 모세관 현상에 의해 상기 완충액 저장고로부터 상기 완충액을 유동시키는 완충액 미세 유로 및 상기 완충액 저장고의 상부에 위치하고, 압력이 가해지면 상기 완충액 저장고의 하부로 이동되어 상기 완충액을 상기 완충액 저장고로부터 상기 완충액 미세 유로를 지나 상기 반응 챔버로 유입시키는 걸쇠를 구비한다. 본 발명에 따른 무전원 구동 랩온어칩 및 그 구동 방법은 모세관 인력과 비복원 탄성 고분자 박막의 압출력을 이용함으로써, 외부 전원을 인가하지 아니하고도 시료에 대한 화학 분석 작업을 수행하는 센싱 영역으로의 시료의 이동 및 센싱 영역의 시료의 세척을 용이하게 수행할 수 있는 장점이 있다.

Attachable wall-support device

PURPOSE: A detachable type composite wall support is provided to secure structural stability, to perform installation work easily, and to install a haunch for reinforcing bearing capacity against lateral pressure easily and conveniently. CONSTITUTION: A detachable type composite wall support(1) contains many vertical members(20) arranged vertically on one side of a form(10), a base member(30) installed horizontally to the vertical member, a haunch formation frame(100) provided to an intersecting area of the vertical member and the base member and arranged to be inclined downward, and an detachable frame(200) provided to one side of the haunch formation frame to be detachable.

Sockets for construction materials support including cast and system support using thereof

본 발명은 거푸집을 포함하는 건축 자재 서포트용 소켓 및 이 소켓이 적용된 시스템 서포트에 관한 것으로, 서포트를 지면에 안정적으로 지지함과 아울러 서포트의 높이조정을 위한 자키 베이스와 거푸집을 지지하는 거푸집 지지구를 크기에 상관없이 연결함으로써 서포트의 사용이 편리하고, 횡대와 가새의 설치 위치를 자유롭게 셋팅 및 변경함으로써 건축 현장의 여건에 적합한 시스템 서포트의 제작이 가능하고, 조립과 해체의 용이성을 통해 재활용이 가능함을 목적으로 한다. 본 발명에 의한 거푸집을 포함하는 건축 자재 서포트용 소켓은, 내부에 서포트 삽입홈이 구비되어 이루어지며, 수직으로 설치되는 서포트의 저부와 상부 중에서 일측 이상에 상기 서포트 삽입홈을 통해 결합되는 소켓 본체(11)와; 상기 소켓 본체에 장착되며 상기 소켓 본체를 상기 서포트에 고정하는 하나 이상의 고정구(13)와; 상기 소켓 본체의 길이방향 양측 중에서 일측 이상에 상기 소켓 본체보다 큰 단면적으로 형성되는 링 형상의 지지부(14)를 포함하여 이루어지고, 상기 서포트의 저부에 장착되어 상기 서포트를 지면에 지지하도록 하거나, 상기 고정구를 통해 상기 서포트의 저부에 연결되는 자키 베이스(2)를 고정하거나, 상기 서포트의 상부에 연결되는 거푸집 지지구(3)를 고정한다. 본 발명에 의한 시스템 서포트는, 상호 간에 일정 간격을 두고 이격되어 세워지는 다수의 수직대(210)와; 상기 수직대의 지면과 대응하는 하부와 거푸집과 대응하는 상부 중 일측 이상에 장착되는 청구항 1에 의한 거푸집을 포함하는 건축 자재 서포트용 소켓(10)과; 상기 수직대들 사이에 횡방향으로 배열되면서 길이방향의 양측이 상기 수직대에 연결되는 횡대(220)와; 상기 수직대와 횡대 사이의 공간에 경사지게 배치되며 길이방향의 양측이 상기 수직대와 횡대에 연결되는 가새(230)와; 상기 횡대와 상기 가새의 길이방향 양측에 각각 연결되며 상기 수직대와 횡대에 클램핑되는 연결구(100)로 구성된다. BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a socket for supporting a building material including a die and a system support to which the socket is applied, a support for supporting the support on the ground and a die for supporting the die, It is convenient to use the support by connecting regardless of the size, and it is possible to make the system support suitable for the conditions of the construction site by freely setting and changing the installation position of the horizontal line and the brace and it is possible to recycle through easy assembly and disassembly The purpose. A socket for supporting a building material including a die according to the present invention comprises a support body having a support insert groove formed therein, a socket body coupled to the support insert groove at one or more sides of a bottom and an upper portion of a vertically installed support, 11); At least one fixture (13) mounted on the socket body and fixing the socket ...

Improved support system

본 발명은 기존 재래식 서포터를 간단히 개선한 시스템 서포터로서, 거푸집의 설치높이에 따라 간편하게 시스템 서포터의 높이조절이 가능할 뿐만 아니라, 슬라브 거푸집의 드롭다운 해체가 가능한 매우 유용한 발명이다. 본 발명에 의한 시스템 서포터는, 상단부에 높이조절구(113)를 구비한 중공의 하부 수직재(110)와, 상기 하부 수직재(10)의 상단부 중공 내부에 일단이 삽입되고 핀삽입공(123)이 형성되어 상기 높이 조절구에 의해 승하강하면서 멍에를 받치는 상부 수직재(120)로 구성되는 다수의 서포터(100)들과; 인접한 두 서포터들을 서로 수평방향으로 연결하는 수평재(130)로 이루어지는 시스템 서포터에 있어서, 상기 수평재(130)와 연결하기 위해, 연결판(115)을 상기 하부 수직재(110)의 몸체(111)에 끼워 일체로 용접하여 구성하고, 평상시에는 하부 수직재(110)의 받침판으로서 기능하면서도 연장 수직재가 끼워지는 경우에는 연결판으로서 기능하도록 하기 위해, 상기 연결판(115)의 하부면이 상기 하부 수직재(110)의 몸체(111) 하부단면과 일치되도록 상기 하부 수직재(110)의 몸체(111) 하단부에 일체로 용접하여 구성되는 것을 특징으로 한다. The present invention is a system supporter that simply improved the existing conventional supporter, not only the height of the system supporter can be easily adjusted according to the installation height of the formwork, it is a very useful invention that can drop down the slab formwork. In the system supporter according to the present invention, a hollow lower vertical member 110 having a height adjusting opening 113 at an upper end thereof, and one end of the lower vertical member 10 being inserted into a hollow inside the upper upper portion of the lower vertical member 10, and a pin insertion hole 123 is provided. A plurality of supporters (100) formed and formed of an upper vertical member (120) which is supported by a yoke while descending by the height adjusting tool; In the system supporter consisting of a horizontal member 130 for connecting two adjacent supporters in a horizontal direction with each other, in order to connect with the horizontal member 130, the connecting plate 115 is inserted into the body 111 of the lower vertical member 110 It is constructed by welding integrally, and in order to function as a support plate of the lower vertical member 110, but also to function as a connecting plate when the extended vertical member is fitted, the lower surface of the connecting plate 115 is the lower vertical member 110 It characterized in that the body 111 is ...

无模板、木方的体系的pc叠合板支撑装置及其施工方法

本发明创造涉及一种无模板、木方的体系的PC叠合板支撑装置，在平台上设置若干个横纵向均匀分布的支撑立杆，支撑立杆的顶部通过内螺纹连接螺纹连接杆，在螺纹连接杆的中部设有旋转把手；在支撑立杆的外圆周的下、中和上部分别设有十字分布的倒锥型插槽，且每根支撑立杆上的倒锥型插槽的位置一致；在每两个横向或纵向相邻的两个支撑立杆之间设置下、中和上分布的定型拉杆，每个定型拉杆的两侧分别设置固定插销，固定插销插接在倒锥型插槽内。该支撑装置零件可反复使用，同时支撑结构稳定，减小了施工难度，从而提高施工速度。

A support pipe for construction

본 고안은 건축용 서포트에 관한 것으로서, 상세하게는 토목 또는 건축 현장에서 콘크리트를 타설하고 양생하기까지는 일반적으로 그 하부를 지지하는 서포트가 사용되는데 본 고안은 콘크리트가 양생될 때까지 거푸집의 비틀림 현상을 방지하여 견고한 시공이 이루어 질 수 있도록 하고, 또한 서포트가 과도한 압축하중으로 인해 휘는 등의 문제점을 해결하고자 상부서포트(30)와 하부서포트(10)의 유격을 조절하는 힘받이관(50)과 서포트간의 간격을 유지함과 동시에 서포트의 지지력을 향상시키는 가로연결부재(60)가 설치된 건축용 서포트에 관한 것이다. The present invention relates to a building support, and in detail, the support for supporting the lower part is generally used until the concrete is laid and cured in a civil engineering or construction site. The present design prevents the twisting of the formwork until the concrete is cured. In order to be able to achieve a solid construction, and also to solve the problem of the support bent due to excessive compressive load between the support pipe 50 and the support tube for adjusting the clearance of the upper support 30 and the lower support 10 It relates to a building support provided with a horizontal connecting member 60 to maintain the spacing and improve the support of the support at the same time. 본 고안을 통하여 콘크리트의 하중을 안정적으로 지지할 수 있어서, 붕괴의 위험을 방지할 뿐만 아니라 양생시 콘크리트의 변형이 방지됨에 따라 정밀도가 우수한 구조물을 양생할 수 있는 것이다. Through the present invention, it is possible to stably support the load of the concrete, not only to prevent the risk of collapse but also to prevent the deformation of the concrete during curing, it is possible to cure the structure with excellent precision.

Gate driving circuit and display device including the same

Embodiments may be directed to a gate driving circuit. The gate driving circuit includes a pre-charge unit, a pull-up unit, a boosting unit, and a discharge unit. The pre-charge unit pre-charges a first node in response to a first input signal. The pull-up unit outputs a first clock signal as a gate driving signal in response to a first node signal of the first node. The boosting unit boosts the first node signal of the first node in response to the first node signal and the first clock signal. The discharge unit discharges the first node to a gate-off voltage level in response to a second input signal and a second clock signal.

Safety device to prevent deviation of diagonal members of the system

시스템 동바리의 대각재 이탈방지 안전장치에 관한 것으로, 수직서포트(10)와, 고정클램프(30)와, 시스템 동바리를 안정적으로 지지하기 위해 대각재서포트(50)가 설치되는 시스템 동바리에 있어서, 상기 수평서포트(40)에 고정핀부재(130)를 끼울 수 있도록 형성되는 관통구멍(110); 상기 대각재서포트(50)를 설치할 수 있게 상기 관통구멍(110)에 끼움 결합되는 고정핀부재(130); 상기 고정핀부재(130)가 상기 관통구멍(118)으로부터 이탈되지 않게 상기 고정핀부재(130)의 일측에 결합되는 집게밴드부재(150); 상기 고정핀부재(130)와 상기 집게밴드부재(150)가 상기 대각재서포트(116)로부터 이탈되지 않게 상기 고정핀부재(130)와 상기 집게밴드부재(150) 사이에 연결되는 와이어부재(170);를 마련하여 고정핀부재와 집게밴드부재를 와이어부재에 의해 서로 결속시킬 수 있고, 고정핀부재의 양측에 각각 고정핀결속부와 집게결속부에 의해 이탈을 방지할 수 있으며, 대각재서포트가 이탈되지 않음으로써 시스템 동바리를 보다 견고하게 설치할 수 있다는 효과가 얻어진다. It relates to a safety device for preventing the departure of a diagonal member of a system member, and in the system member in which a vertical support 10, a fixing clamp 30, and a diagonal member support 50 are installed to stably support the system member, the above a through-hole 110 formed so that the fixing pin member 130 can be inserted into the horizontal support 40; a fixing pin member 130 fitted to the through hole 110 so as to install the diagonal member support 50; a clamp band member 150 coupled to one side of the fixing pin member 130 so that the fixing pin member 130 is not separated from the through hole 118; A wire member 170 connected between the fixing pin member 130 and the clamp band member 150 so that the fixing pin member 130 and the clamp band member 150 are not separated from the diagonal member support 116 . ); can be provided to bind the fixing pin member and the tongs band member to each other by means of a wire member, and it is possible to prevent separation by the fixing pin coupling part and the tongs coupling part on both sides of the fixing pin member, respectively, and diagonal support is not separated, so that the system can be installed more firmly.

pipe support

본 고안은 건축 구조물의 시공시 콘크리트를 타설하기 위하여 거푸집을 받쳐주도록 가설하거나, 건축구조물의 개축이나 증축시 건물 외측에 가설 구조물로 사용하는 파이프 써포트에 관한 것이다. The present invention relates to a pipe support that is installed to support the formwork in order to pour concrete during construction of a building structure, or to be used as a temporary structure outside the building when renovation or extension of the building structure. 본 고안은 외관과 내관 2개의 파이프로 구성되며 내관은 외관의 내경에 삽입되어 슬라이딩방식으로 길이가 신장 가능하게 결합되는 통상의 파이프 써포트 외관에 체결구를 형성하며 내관의 임의 위치에 연결구를 삽입 고정하여 가로횡부재 또는 대각선부재를 서로 연결하여 단독적으로 설치하던 파이프 써포트를 수평 또는 대각선부재로 서로 연결하여 구조체로 조립 가능토록하며, 이로 인해 견고한 가설 구조체를 얻도록 함을 목적으로 개발된 것이다. The present invention consists of two pipes of the outer tube and the inner tube, and the inner tube is inserted into the inner diameter of the outer tube to form a fastener on the exterior of a conventional pipe support that is slidably coupled in a lengthwise manner, and the connector is inserted and fixed at an arbitrary position of the inner tube. By connecting the horizontal horizontal member or the diagonal member to each other to connect the pipe support installed alone to the horizontal or diagonal member so as to be assembled into a structure, it was developed for the purpose of obtaining a solid temporary structure. 본 고안은 파이프 써포트의 외관에 다른 파이프 써포트 외관을 연결하는 2 -3 개의 체결구를 가지며 상기 체결구에는 양단에 걸림수단을 갖는 횡연결대로 연결하며, 외관의 내경에 삽입되는 내관에는 상하로 이동 가능한 연결구를 1 - 2개 삽입하고 연결구의 단관파이프의 결합구멍과 내관의 체결구멍을 지지핀으로 결합하여 연결구를 내관의 임의 위치에 고정하며 상기 연결구와 또 다른 파이프 써포트의 내관의 연결구를 횡연결대로 연결토록 파이프 써포트에 관한 것이다. The present invention has two to three fasteners for connecting the pipe support exterior to the pipe support exterior, and the fastener is connected to the transverse connection having a locking means at both ends, and moves up and down to the inner pipe inserted into the inner diameter of the exterior. Insert one or two possible connectors and fasten the connector at any position of the inner pipe by connecting the coupling hole of the end pipe of the connector and the fastening hole ...

Tension jockey base and support having this same

본 발명은 탄성 자키 베이스 및 이를 포함하는 서포트에 관한 것으로, 서포트의 높이 조절이 가능하면서도 서포트의 인양과 설치시 자키와 서포트간의 충돌을 방지하여 자키와 서포트의 손상을 막고 자키의 이탈에 의한 작업자의 안전사고와 건축물 등의 파손을 방지함을 목적으로 한다. 본 발명에 의한 탄성 자키 베이스(10)는, 지면에 지지되는 베이스판(11)과; 베이스판에 세워지는 나사봉(12)과; 상기 나사봉에 나사 체결되는 높이조절구(13)와; 상기 나사봉의 외경보다 큰 내경으로 이루어져 상기 나사봉의 둘레부에 승강 가능하게 결합되면서 거푸집을 지지하는 서포트관이 연결되도록 하며 상기 높이조절구에 지지되는 소켓(14)과; 상기 나사봉의 상단부에 상기 나사봉보다 큰 단면적으로 형성되는 지지턱(15)과; 상기 소켓과 상기 지지턱 사이에 설치되어 상기 소켓을 상기 높이조절 노브측으로 탄력 지지하는 코일스프링(16)으로 구성된다. 본 발명에 의한 탄성 자키 베이스를 포함하는 서포트(100)는, 지면에 지지되는 베이스판, 베이스판에 세워지는 나사봉, 상기 나사봉에 나사 체결되는 높이조절 노브, 상기 나사봉의 상기 높이조절 노브 위에 설치되어 상기 높이조절 노브에 지지되는 소켓, 상기 나사봉의 상단부에 상기 나사봉보다 큰 단면적으로 형성되는 지지턱, 상기 소켓과 상기 지지턱 사이에 설치되어 상기 소켓을 상기 높이조절 노브측으로 탄력 지지하는 탄성부재로 이루어진 탄성 자키 베이스(10)와; 내부의 길이방향 양측 중 일측 이상에 중공부가 형성된 형태이며, 길이방향의 양측 중 일측 이상이 상기 중공부를 통해 상기 탄성 자키 베이스의 상기 나사봉에 끼워지면서 상기 소켓에 결합되는 서포트관(20)으로 구성된다.

Module assembly type system scaffolding and all in one scaffolding module for the same

The present invention relates to module-assembled system scaffolding and an integrated scaffolding module for the same. According to the present invention, the module-assembled system scaffolding uses a plurality of standardized vertical members and horizontal members and comprises: a plurality of integrated scaffolding modules (10) which are formed as integrated modules to be assembled on each other by integrally and tightly welding a plurality of vertical members and horizontal members, and form a volume of a size having an L-N-type pattern divided based on L levels having safety footplates vertically arranged at regular intervals and N integrated scaffolding modules with continuously and horizontally arranged safety footplates; a vertical connection member (500) to couple both vertical ends of vertical members arranged adjacent to each other to be vertically stacked if the integrated scaffolding modules are vertically extended; and a parallel connection member (600) to couple outer circumferences of a plurality of vertical members adjacent in parallel with each other if the integrated scaffolding modules are horizontally extended. Therefore, the present invention can connect and assemble one or more integrated scaffolding modules formed as integrated modules having specific sizes by welding and coupling horizontal members to vertical members making up system scaffolding in various shapes in accordance with a work environment to secure the safety of workers, reduce noise during installation and disassembly, provide construction convenience, significantly shorten construction periods, and reduce construction costs as recycling is possible.

Method to level telescopic vertical pipe with knob or base

FIELD: construction. SUBSTANCE: invention relates to the method of levelling of telescopic vertical pipes used for installation of ceiling boarding, shoring or scaffolding. The method of levelling by means of a lever tool of a telescopic vertical pipe, which is under a weight and comprises a knob and/or a base on the end side, at least, one of its two free ends, besides, the knob and/or base by its support surface rests onto the coupled surface, and besides, on the edge of the knob and/or the base there are grooves, such that between the knob and/or the base at one side and the coupled surface at the other side they insert a lever tool with the following operations: a) end of the lever tool is entered into the groove between the knob and/or the base and the coupled surface, and b) the lever tool is moved, and as a result of this they move the vertical pipe along the coupled surface. EFFECT: reduced consumption of materials and labour costs, higher durability, provision of vertical pipe movement along a coupled surface even on a very poorly sliding base. 2 cl, 4 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (51) МПК E04G 25/04 (13) 2 513 515 C2 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ (21)(22) Заявка: ИЗОБРЕТЕНИЯ К ПАТЕНТУ 2011114383/03, 14.04.2011 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Харско Инфрастракче Сервисез ГмбХ (DE) 14.04.2011 Приоритет(ы): (30) Конвенционный приоритет: (43) Дата публикации заявки: 20.10.2012 Бюл. № 29 R U 16.04.2010 DE 102010027865.3 (45) Опубликовано: 20.04.2014 Бюл. № 11 B1, 22.10.2002. UA 13007 U, 15.03.2006. SU 1016572 A1, 07.05.1983 2 5 1 3 5 1 5 R U (54) СПОСОБ ВЫРАВНИВАНИЯ ТЕЛЕСКОПИЧЕСКОЙ ВЕРТИКАЛЬНОЙ ТРУБЫ С НАВЕРШИЕМ ИЛИ ОСНОВАНИЕМ (57) Реферат: Изобретение относится к способу трубы вдоль сопряженной поверхности. выравнивания телескопических вертикальных Технический результат: сокращение расхода труб, используемых для установки подшивки материалов и трудозатрат, ...

Length adjusting device of strut

본 발명은 발판용 지주 등에 사용하기 적합한 지주 길이 조정장치에 관한 것이다. 내부튜브의 외면의 손상을 방지하고, 죄임력을 크게할 수 있으며, 쐐기의 박아넣기 잊음을 방지한다. 외부튜브내에 내부튜브를 슬라이드 자유로이 삽입하고, 외부튜브에 개구부를 설치하며, 이 개구부 내에 내부튜브와 대향하는 스페이서를 삽입하고, 외부튜브에는 하우징을 설치하며, 이 하우징 내에 스페이서를 압압하는 쐐기를 슬라이드 자유로이 삽입한다

Support bracket is used in public road bridge roof beam construction

本发明提供一种重心稳固的公路桥梁支撑架，包括支撑底座、设置在所述支撑底座上端的提升装置、设置在所述提升装置的正上方的支撑顶架、连接在所述提升装置和所述支撑顶架之间的调节装置以及给所述支撑底座、所述提升装置、所述支撑顶架提供动力的液压泵站，所述支撑底座有收缩状态和伸出状态；所述支撑顶架设有收缩状态和伸出状态，所述支撑底座最大截面大于所述支撑顶架最大截面；所述支撑底座、所述提升装置、所述支撑顶架的重心设置在一条轴线上。通过液压油缸的作用将收缩在底板圆周上的小底板沿圆周方向伸出，增加支撑架底板与地面的接触面积，使支撑架更加稳固，在非工作状态收缩小底板，便于运输和搬运。

Adjustable metal support member, in particular struts.

A support pipe with clamp for construction

본 발명은 클램프가 서포트에서 임의로 빠져나오지 않도록 함과 더불어 클램프의 분실을 방지할 수 있도록 한 건축용 서포트의 클램프를 제공한다. 이를 구현하기 위한 본 발명은 제 1서포트에서 수직으로 인출 동작한 제 2서포트를 상기 제 1서포트에 고정하는 건축용 서포트의 클램프에 있어서,상기 제 1서포트의 둘레면에 용접 접합되는 브라켓, 상기 브라켓의 전면에 올려지며 상, 하단에는 상기 제 1, 2서포트의 둘레면에 형성되어 있는 체결구멍에 끼워지는 고정핀이 구비된 고정판, 상기 브라켓의 일측에 직각되게 밴딩 형성된 절곡부 및 상기 절곡부를 관통한 상태에서 상기 고정판 전면으로 진입하여 상기 고정판을 상기 브라켓에 걸림 고정시키는 스토퍼를 포함하여 구성함을 특징으로 한다. The present invention provides a clamp for a building support that prevents the clamp from escaping freely from the support and prevents loss of the clamp. The present invention provides a clamp for a building support for fixing a second support vertically drawn out in a first support to the first support, the clamp comprising: a bracket welded to a circumferential surface of the first support; A fixing plate provided on the front surface and provided with upper and lower fixing pins on the circumferential surfaces of the first and second supports, a bending portion bent perpendicularly to one side of the bracket, And a stopper that enters the front surface of the fixing plate and fixes the fixing plate to the bracket.