CN111502297A - Automatic double bracing system platform device of unloading of operation - Google Patents

Automatic double bracing system platform device of unloading of operation Download PDF

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Publication number
CN111502297A
CN111502297A CN202010258453.XA CN202010258453A CN111502297A CN 111502297 A CN111502297 A CN 111502297A CN 202010258453 A CN202010258453 A CN 202010258453A CN 111502297 A CN111502297 A CN 111502297A
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CN
China
Prior art keywords
supporting framework
rod
hinged
jacking rod
carrying trolley
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Pending
Application number
CN202010258453.XA
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Chinese (zh)
Inventor
陈大为
王佳源
徐攀
龚俊
夏杰
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China First Metallurgical Group Co Ltd
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China First Metallurgical Group Co Ltd
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Publication date
Application filed by China First Metallurgical Group Co Ltd filed Critical China First Metallurgical Group Co Ltd
Priority to CN202010258453.XA priority Critical patent/CN111502297A/en
Publication of CN111502297A publication Critical patent/CN111502297A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/16Tools or apparatus
    • E04G21/166Landings, receiving platforms

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

An automatic running double-support system unloading platform device comprises a support framework, a connecting piece and a carrying trolley; the supporting framework comprises a main beam and a secondary beam, and the main beam and the secondary beam form a rectangular structure; the connecting piece comprises a telescopic hinged jacking rod, a telescopic buckled jacking rod and an electric telescopic arm, one end of the hinged jacking rod is connected with a secondary beam positioned in the middle of the supporting framework, the other end of the hinged jacking rod is connected with a C-shaped tooth groove type embedded part embedded in a floor slab on the lower layer of the supporting framework, one end of the buckled jacking rod is abutted and buckled on the bottom surface of the floor slab on the upper layer of the supporting framework, and the buckled jacking rod is connected with a main beam at the rear end of the supporting framework; the inner side of the main beam is correspondingly provided with a C-shaped track, the carrying trolley is arranged in the C-shaped track through a roller at the bottom of the carrying trolley, one end of the electric telescopic arm is connected with the secondary beam at the rear end of the supporting framework, and the other end of the electric telescopic arm is connected with the carrying trolley; the main beam is provided with a bolt hole, the bottom of the side surface of the trolley is correspondingly provided with a movable bolt, and the carrying trolley can be fixed on the supporting framework through the bolt.

Description

Automatic double bracing system platform device of unloading of operation
Technical Field
The invention belongs to the field of building construction equipment, and particularly relates to an automatic-operation double-support-system discharging platform device.
Background
With the social development and the demand of people on building aesthetic and urban planning, the pursuit of structural safety to structural beauty and functional diversity of buildings leads the requirements on the external facade structure of the buildings to be higher and higher, so the glass curtain wall technology becomes the first choice. In the construction process of the high-rise glass curtain wall, the unit glass curtain wall needs to be transported to a higher floor, and the unloading platform is arranged. In the traditional unloading platform, a steel wire rope is used as a stress system in the aspect of a supporting structure, a hanging ring needs to be embedded in the edge of an upper-layer floor, the hanging ring cannot be used for subsequent purposes, and the construction process and cost are increased; in the aspect of operation, the formula of encorbelmenting platform of unloading needs the manual work to go to the floor edge and unload, and the danger coefficient is high, and produces the disturbance easily, influences wire rope's intensity, and drawer type platform of unloading needs artifical push-and-pull, wastes time and energy, and does not have fixed knot to construct, easily produces the slip at the loading and unloading process, causes the accident.
Disclosure of Invention
In order to solve the problems in the prior art, the invention provides an automatic-running double-support system discharging platform device which is fixed by using a groove type embedded part of a unit type glass curtain wall, does not need to embed a component independently and optimizes the construction process; the carrying trolley can be moved electrically, the floor edge unloading is not needed to be carried out manually, the carrying trolley can be well fixed, and the sliding is prevented.
In order to achieve the purpose, the invention adopts the following technical scheme:
an automatic running double-support system unloading platform device comprises a support framework, a connecting piece and a carrying trolley;
the supporting framework comprises at least two main beams arranged in parallel and at least three secondary beams perpendicular to the main beams, the length of the main beams is greater than that of the secondary beams, the main beams and the secondary beams form a rectangular structure, the supporting framework is placed on a floor slab, and the front end of the supporting framework, namely the front end of the main beams, extends out of the building body and the rear end of the main beams is positioned in the building body;
the connecting piece comprises a telescopic hinged jacking rod, a telescopic buckled jacking rod and an electric telescopic arm, one end of the hinged jacking rod is connected with a secondary beam positioned in the middle of the supporting framework, the other end of the hinged jacking rod is connected with a C-shaped tooth groove type embedded part embedded in a floor slab at the lower layer of the supporting framework, one end of the buckled jacking rod is buckled on the bottom surface of the floor slab at the upper layer of the supporting framework in a propping manner, and the buckled jacking rod is connected with a main beam at the rear end of the supporting framework;
the inner side of the main beam is correspondingly provided with a C-port track, two sides of the bottom of the carrying trolley are provided with idler wheels matched with the C-port track, the carrying trolley is arranged in the C-port track on the inner side of the main beam through the idler wheels, one end of the electric telescopic arm is connected with the secondary beam at the rear end of the supporting framework, and the other end of the electric telescopic arm is connected with the carrying trolley;
the main beam is provided with a bolt hole, the bottom of the side surface of the trolley is correspondingly provided with a movable bolt, and the carrying trolley can be fixed on the supporting framework through the bolt.
Further, hinge type jacking rod, knot formula jacking rod major structure are the same, all include sleeve pipe, screw rod and screens handle, the sleeve pipe sets up the internal thread and the suit of screw rod looks adaptation outside the screw rod, inside the internal thread that is provided with screw rod looks adaptation of screens handle, the outside is provided with the external screw thread that has adapted with the sleeve pipe, screens handle suit is between screw rod and sleeve pipe.
Furthermore, one end of the hinged jacking rod is connected with the secondary beam through the rotating head, the other end of the hinged jacking rod is hinged with a tooth socket cover plate, and the hinged jacking rod is connected with the C-shaped tooth socket type embedded part through the tooth socket cover plate.
Furthermore, a top supporting plate is arranged at the contact end of the buckle type top supporting rod and the upper floor, a groove type buckling plate is arranged at the contact end of the buckle type top supporting rod and the main beam, and the buckle type top supporting rod is installed on the main beam through the groove type buckling plate and fixed through a bolt.
Further, install the connector on the secondary beam that links to each other with electronic flexible arm and the year thing dolly, the connector is cuboid hollow structure, and wherein long limit simultaneously is provided with two at least rectangle slots, and adjacent minor face simultaneously is provided with the screw hole, electronic flexible arm both ends correspond the rectangle slot and are provided with the rectangle tenon, are provided with corresponding screw hole on the tenon.
Furthermore, baffle plates are fixedly arranged on three sides of the carrying trolley, one side of the carrying trolley is hinged with the baffle plate, and the other side of the hinged baffle plate is close to the building body.
The invention has the beneficial effects that:
1. the invention adopts a double-support system of a lower inclined support type and a rear end straight support type, thereby enhancing the safety.
2. The invention utilizes the groove type embedded part of the unit type glass curtain wall to fix the supporting structure, does not need to embed a component independently, and optimizes the construction process.
3. The detachable electric telescopic arm is arranged behind the object carrying area, so that the object carrying area can automatically move back and forth without manual push-pull, and can be manually operated after being detached in a power-free state, thereby enhancing the intelligence of the device and adapting to all conditions.
4. The plug bolts are arranged on the two sides of the object carrying area, so that the object carrying area is fixed, slippage is avoided, and safety is enhanced.
Drawings
FIG. 1 is a side view of the overall structure of the present invention;
FIG. 2 is a top view of the overall structure of the present invention;
FIG. 3 is a schematic view of a connection portion between a buckle type top supporting rod and a main beam according to the present invention;
FIG. 4 is a schematic view of the connector structure of the present invention;
in the figure: 1 girder, 101 mortise bolt holes, 2 secondary beams, 201 connector, 3 articulated jacking rods, 301 rotating head, 302 tooth's socket apron, 4 knot formula jacking rods, 401 slot type buckle, 402 top layer board, 5 year thing dollies, 501 bolts, 6 electronic flexible arms, 7C type tooth's slot type built-in fitting, 8T type foot, 9C mouth track, 10 buckle, 11 sleeve pipes, 12 screw rods, 13 screens handle, 14 loading boards.
Detailed Description
The invention is further described with reference to the following drawings and specific embodiments.
Referring to fig. 1 to 4, an automatic-running double-support-system unloading platform device comprises a support framework, a connecting piece and a carrying trolley 5;
the supporting framework is by 5 piece at least shaped steel welded assembly shaping steel skeletons, and wherein at least two are girder 1, and at least three are secondary beam 2, select in this embodiment to use two to be girder 1, and three are secondary beam 2, and girder 1 plays the support body effect, and girder 1 is connected to secondary beam 2, plays the effect of fixed whole frame. Two girder 1 parallel arrangement, its width and year thing dolly 5 width are corresponding, and length is greater than the twice of carrying thing dolly 5 length, and the twice automobile body is long to be used for carrying the removal of thing dolly 5, and the rest is as shaped steel skeleton welded loss and support and spacing setting. One section of the rear end of the main beam 1 is rectangular hollow section steel, the rest parts are rectangular hollow section steel and C-shaped steel, the C-shaped steel is used as a C-shaped track 9 for moving the loading trolley 5, good track positioning and guiding effects are achieved, and derailment accidents can be prevented.
Carry 5 trilateral fixed mounting of thing dolly and have the baffle, the baffle guarantees that the loading material can not drop, and one side articulates there is the baffle, and articulated baffle can be opened when taking the material and conveniently take, takes to finish to reset fixedly with articulated baffle and prevent that the material from dropping, and articulated baffle one side is for leaning on the one side of advancing the building body. Evenly be provided with a plurality of bolt holes 101 on the girder 1, the bolt 501 of activity is installed to the side lower part of year thing dolly 5, can place the dolly and slide in inserting the bolt hole 101 on the girder 1 with the bolt 501 on carrying thing dolly 5 when carrying thing dolly 5 and remove to target in place, avoids appearing the accident.
The connecting piece includes that telescopic hinge type jacking rod 3, telescopic knot formula jacking rod 4, electronic flexible arm 6, hinge type jacking rod 3, knot formula jacking rod 4 major structure are the same, all include sleeve pipe 11, screw rod 12 and screens handle 13, sleeve pipe 11 sets up the internal thread and the suit at screw rod 12 outside with 12 looks adaptations of screw rod, screens handle 13 inside be provided with the internal thread of 12 looks adaptations of screw rod, the outside is provided with the external screw thread that has adapted with sleeve pipe 11, screens handle 13 suit is between screw rod 12 and sleeve pipe 11, can sleeve pipe 11 move and then reach flexible purpose along screw rod 12 through rotatory screens handle 13. The top of a sleeve 11 of the hinged jacking rod 3 is connected with a rotating head 301 arranged at the bottom end of the middle secondary beam 2, so that the hinged jacking rod can freely rotate around the rotating head 301 in the direction vertical to the secondary beam 2, and the bottom of a screw 12 is hinged with a toothed groove cover plate 302, so that the hinged jacking rod can freely rotate around the toothed groove cover plate 302 in the direction vertical to the secondary beam 2. The tooth socket cover plate 302 is provided with a screw hole, and the C-shaped tooth socket type embedded part 7 is an embedded part embedded in a floor slab and used for fixing the hinged jacking rod 3. The bottom of the embedded part is provided with two T-shaped feet which are used for increasing the contact area and improving the consolidation force. A rubber limit cushion block is padded in the embedded part, the tooth socket cover plate 302 is connected with the embedded part through a T-shaped tooth socket screw, the bottom of the T-shaped tooth socket screw is clamped in the embedded part, and the upper portion of the T-shaped tooth socket screw penetrates through a screw hole in the tooth socket cover plate 302 and is fixed through a nut.
4 one ends of the buckle type jacking rods are abutted to buckle at the bottom one end of the upper floor of the supporting framework, the end is welded with a jacking plate 402 to increase the contact area and improve the stability at the same time, the other end of the jacking rod is welded with a groove type buckle plate 401, the groove type buckle plate 401 is buckled on the girder 1, bolt holes are correspondingly formed in the groove type buckle plate 401 and the girder 1, and the two bolt holes are fastened through fixing bolts.
6 one end of electronic flexible arm links to each other with the secondary roof beam 2 of braced frame rear end, and one end links to each other with year thing dolly 5, and wherein secondary roof beam 2 all installs connector 201 with the dolly in the 6 department of linking to each other of electronic flexible arm, connector 201 is cuboid hollow structure, and wherein long limit one side is provided with two at least rectangle slots, and adjacent minor face one side is provided with the screw hole, electronic flexible arm both ends correspond the rectangle slot and are provided with the rectangle tenon, are provided with corresponding screw hole on the tenon, insert the rectangle tenon during the use in the rectangle slot, then twist the bolt in the screw hole again and can fix electronic flexible arm both ends on dolly and secondary roof beam 2, and the dismantlement of electronic flexible arm can also be made things convenient for to so design simultaneously, can tear down electronic flexible arm 6 under the condition of not having the power, drives the dolly removal through connecting rope or pole on the dolly.
In the invention, the support framework is supported and fixed through the hinged top support rod 3 at the bottom of the support framework and the buckle type top support rod 4 at the rear end of the support framework, the hinged top support rod 3 and the buckle type top support rod 4 can be detached, so that the whole body can be conveniently detached and moved, the carrying trolley is driven to move in the C-shaped track 9 of the main beam 1 through the electric telescopic arm 6 through the idler wheels, a worker is prevented from entering the outside of a building body to cause a falling accident, and the carrying trolley 5 and the main beam 1 are correspondingly provided with the plug 501 and the plug hole 101 to prevent the trolley from sliding.

Claims (6)

1. The utility model provides an automatic double bracing system platform device of unloading of operation which characterized in that: comprises a supporting framework, a connecting piece and a carrying trolley;
the supporting framework comprises at least two main beams arranged in parallel and at least three secondary beams perpendicular to the main beams, the length of the main beams is greater than that of the secondary beams, the main beams and the secondary beams form a rectangular structure, the supporting framework is placed on a floor slab, and the front end of the supporting framework, namely the front end of the main beams, extends out of the building body and the rear end of the main beams is positioned in the building body;
the connecting piece comprises a telescopic hinged jacking rod, a telescopic buckled jacking rod and an electric telescopic arm, one end of the hinged jacking rod is connected with a secondary beam positioned in the middle of the supporting framework, the other end of the hinged jacking rod is connected with a C-shaped tooth groove type embedded part embedded in a floor slab at the lower layer of the supporting framework, one end of the buckled jacking rod is buckled on the bottom surface of the floor slab at the upper layer of the supporting framework in a propping manner, and the buckled jacking rod is connected with a main beam at the rear end of the supporting framework;
the inner side of the main beam is correspondingly provided with a C-port track, two sides of the bottom of the carrying trolley are provided with idler wheels matched with the C-port track, the carrying trolley is arranged in the C-port track on the inner side of the main beam through the idler wheels, one end of the electric telescopic arm is connected with the secondary beam at the rear end of the supporting framework, and the other end of the electric telescopic arm is connected with the carrying trolley;
the main beam is provided with a bolt hole, the bottom of the side surface of the trolley is correspondingly provided with a movable bolt, and the carrying trolley can be fixed on the supporting framework through the bolt.
2. The automatically-operated double-support-system discharging platform device as claimed in claim 1, wherein: hinge type top-supporting rod, knot formula top-supporting rod major structure are the same, all include sleeve pipe, screw rod and screens handle, the sleeve pipe sets up the internal thread and the suit with screw rod looks adaptation outside the screw rod, inside the internal thread that is provided with screw rod looks adaptation of screens handle, the outside is provided with the external screw thread that has adapted with the sleeve pipe, screens handle suit is between screw rod and sleeve pipe.
3. An automatically operating double support system discharge platform assembly according to claim 1 or 2, wherein: one end of the hinged jacking rod is connected with the secondary beam through the rotating head, the other end of the hinged jacking rod is hinged with a tooth socket cover plate, and the hinged jacking rod is connected with the C-shaped tooth socket type embedded part through the tooth socket cover plate.
4. An automatically operating double support system discharge platform assembly according to claim 1 or 2, wherein: the buckling type top supporting rod is provided with a top supporting plate at the contact end with the upper floor plate, a groove type buckling plate is arranged at the contact end with the main beam, and the buckling type top supporting rod is installed on the main beam through the groove type buckling plate and fixed through a bolt.
5. The automatically-operated double-support-system discharging platform device as claimed in claim 1, wherein: install the connector on the secondary beam that links to each other with electronic flexible arm and the year thing dolly, the connector is cuboid hollow structure, and wherein long limit simultaneously is provided with two at least rectangle slots, and adjacent minor face simultaneously is provided with the screw hole, electronic flexible arm both ends correspond the rectangle slot and are provided with the rectangle tenon, are provided with corresponding screw hole on the tenon.
6. The automatically-operated double-support-system discharging platform device as claimed in claim 1, wherein: three sides of the carrying trolley are fixedly provided with baffles, one side of the carrying trolley is hinged with a baffle, and the other side of the hinged baffle is the side leaning into the building body.
CN202010258453.XA 2020-04-03 2020-04-03 Automatic double bracing system platform device of unloading of operation Pending CN111502297A (en)

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Application Number Priority Date Filing Date Title
CN202010258453.XA CN111502297A (en) 2020-04-03 2020-04-03 Automatic double bracing system platform device of unloading of operation

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Application Number Priority Date Filing Date Title
CN202010258453.XA CN111502297A (en) 2020-04-03 2020-04-03 Automatic double bracing system platform device of unloading of operation

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CN111502297A true CN111502297A (en) 2020-08-07

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2010201726A1 (en) * 2009-05-01 2010-11-18 Consep Pty Limited Loading drawer
CN202767528U (en) * 2012-08-29 2013-03-06 北京卓良模板有限公司 Retractable discharge platform
CN203755680U (en) * 2014-01-25 2014-08-06 广东裕华兴建筑机械制造有限公司 Extensible discharging platform
CN208073006U (en) * 2018-01-07 2018-11-09 中铁四局集团建筑工程有限公司 A kind of assembled slidably device for discharging
CN208137458U (en) * 2018-03-26 2018-11-23 黄河科技学院 Construction discharging platform
CN110374338A (en) * 2019-08-15 2019-10-25 陈勇 Discharging platform is used in a kind of construction of high-rise public building
CN110700601A (en) * 2019-10-15 2020-01-17 北京城建北方集团有限公司 Telescopic unloading platform

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2010201726A1 (en) * 2009-05-01 2010-11-18 Consep Pty Limited Loading drawer
CN202767528U (en) * 2012-08-29 2013-03-06 北京卓良模板有限公司 Retractable discharge platform
CN203755680U (en) * 2014-01-25 2014-08-06 广东裕华兴建筑机械制造有限公司 Extensible discharging platform
CN208073006U (en) * 2018-01-07 2018-11-09 中铁四局集团建筑工程有限公司 A kind of assembled slidably device for discharging
CN208137458U (en) * 2018-03-26 2018-11-23 黄河科技学院 Construction discharging platform
CN110374338A (en) * 2019-08-15 2019-10-25 陈勇 Discharging platform is used in a kind of construction of high-rise public building
CN110700601A (en) * 2019-10-15 2020-01-17 北京城建北方集团有限公司 Telescopic unloading platform

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Application publication date: 20200807

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