CN210460021U - Construction overhanging type discharging platform - Google Patents

Construction overhanging type discharging platform Download PDF

Info

Publication number
CN210460021U
CN210460021U CN201921165123.5U CN201921165123U CN210460021U CN 210460021 U CN210460021 U CN 210460021U CN 201921165123 U CN201921165123 U CN 201921165123U CN 210460021 U CN210460021 U CN 210460021U
Authority
CN
China
Prior art keywords
beams
fixed
servo motor
main
pedal
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201921165123.5U
Other languages
Chinese (zh)
Inventor
张晓兰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201921165123.5U priority Critical patent/CN210460021U/en
Application granted granted Critical
Publication of CN210460021U publication Critical patent/CN210460021U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The utility model relates to the technical field of unloading platforms, and discloses an overhanging type unloading platform for building construction, which solves the problem that the distance of a pedal extending out of a floor slab is determined when a main beam is fixed, the problem that the length of the working platform extending out of the floor slab can not be adjusted according to the actual working condition in the construction process comprises two mutually parallel main beams, a cross beam is fixed between the two main beams, movable beams are slidably mounted on the inner walls of the two main beams, pedals are fixed at the upper ends of the two movable beams, a connecting beam is fixed between the two movable beams and one end close to the cross beam, the other ends of the two movable beams penetrate through the end surfaces of the main beams, and the outer ends of the two movable beams are fixed with baffle plates, one side of the beam far away from the movable beams is provided with a servo motor, the output shaft of the servo motor penetrates through the beam, and the servo motor drives a screw rod to rotate, so that the length of the pedal can be adjusted.

Description

Construction overhanging type discharging platform
Technical Field
The utility model relates to a platform technical field of unloading especially relates to a construction formula of encorbelmenting platform of unloading.
Background
With the rapid development of the building industry and the gradual maturity of building structures, high-rise or super high-rise buildings are more and more, and materials are generally transferred by vertical transportation tools between layers in the building construction process, so that the unloading platform becomes an indispensable transportation facility in material transportation.
The existing discharging platform is integral and comprises a main beam and a pedal, one end of the main beam is fixed on a floor slab, the other end of the main beam and the pedal extend out of the floor slab, and a worker discharges materials on the pedal. However, the prior art has the defects that the distance of the pedal extending out of the floor slab is determined when the main beam is fixed, and the length of the working platform extending out of the floor slab cannot be adjusted according to the actual working condition in the construction process, so that the overhanging type unloading platform for building construction is provided to solve the problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the distance that the pedal that exists among the prior art stretches out the floor and just confirm when the girder is fixed, can not adjust the shortcoming that work platform stretches out the length of floor according to the actual working condition in the work progress, and the construction formula of encorbelmenting that proposes platform of unloading.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a cantilever type unloading platform for building construction comprises two mutually parallel main beams, a cross beam is fixed between the two main beams, movable beams are slidably mounted on the inner walls of the two main beams, pedals are fixed at the upper ends of the two movable beams, a connecting beam is fixed between one ends of the two movable beams close to the cross beam, the other ends of the two movable beams penetrate through the end surfaces of the main beams, and the outer ends of the two movable beams are fixed with baffle plates, one side of the beam far away from the movable beams is provided with a servo motor, the output shaft of the servo motor penetrates through the beam, and a screw rod is concentrically fixed on an output shaft of the servo motor, the other end of the screw rod penetrates through the connecting beam, and the other end of the screw rod is rotatably provided with a guide sliding plate, the screw rod is in threaded connection with the connecting beam, and two ends of the guide sliding plate are respectively and slidably arranged on the two movable beams.
Preferably, two first spouts have all been seted up on the inner wall of girder, first spout is kept away from the one end of crossbeam runs through the terminal surface of girder, the walking beam inserts first spout and with first spout sliding fit.
Preferably, a gap is reserved between the pedal and the main beam, and a fence is fixed at the edge of the upper end of the pedal.
Preferably, a second sliding groove is formed in one side, close to each other, of each of the two movable beams, and two ends of each guide sliding plate are respectively inserted into the corresponding second sliding groove and are in sliding fit with the corresponding second sliding groove.
The utility model has the advantages that:
the servo motor drives the screw rod to rotate, the screw rod drives the connecting beam to move outwards, the connecting beam drives the movable beam to move outwards on the main beam, and meanwhile, the pedal is moved outwards, so that the length of the pedal can be adjusted.
Drawings
Fig. 1 is a schematic structural view between two main beams of an overhanging type unloading platform for building construction provided by the utility model;
fig. 2 is a schematic structural view of the installation of a movable beam and a main beam in the overhanging type unloading platform for building construction provided by the utility model;
FIG. 3 is a schematic view of the structure at A-A in FIG. 2;
fig. 4 is the utility model provides a construction overhanging type platform of unloading's structure schematic diagram.
In the figure: the device comprises a main beam 1, a cross beam 2, a movable beam 3, a connecting beam 4, a baffle 5, a guide sliding plate 6, a servo motor 7, a lead screw 8, a pedal 9, a fence 10, a first chute 11 and a second chute 12.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Referring to fig. 1-4, a cantilever type unloading platform for building construction comprises two mutually parallel main beams 1, a cross beam 2 is welded and fixed between the two main beams 1, movable beams 3 are slidably mounted on the inner walls of the two main beams 1, first sliding grooves 11 are formed in the inner walls of the two main beams 1, one ends of the first sliding grooves 11, far away from the cross beam 2, penetrate through the end faces of the main beams 1, the movable beams 3 are inserted into the first sliding grooves 11 and are in sliding fit with the first sliding grooves 11, pedal plates 9 are welded and fixed at the upper ends of the two movable beams 3, a gap is reserved between the pedal plates 9 and the main beams 1, a fence 10 is fixed at the edge of the upper ends of the pedal plates 9, a connecting beam 4 is welded and fixed between the ends of the two movable beams 3, close to the cross beam 2, the other ends of the two movable beams 3 extend to the outer sides of the end faces of the main beams 1, one side that crossbeam 2 kept away from walking beam 3 installs servo motor 7 through the bolt, servo motor 7's output shaft runs through crossbeam 2, and be fixed with lead screw 8 on servo motor 7's the output shaft with one heart, lead screw 8's the other end runs through tie-beam 4, and lead screw 8's the other end passes through the bearing and rotates and install direction slide 6, lead screw 8 and 4 threaded connection of tie-beam, set up the screw hole rather than the looks adaptation on the tie-beam 4, slidable mounting is respectively on two walking beams 3 at the both ends of direction slide 6, second spout 12 has all been seted up to one side that two walking beams 3 are close to each other, the both ends of direction slide 6 are inserted respectively and are established in second spout 12 and with second spout 12 sliding fit.
In this embodiment, fix on the floor through the one end of girder, and make the other end stretch out and be in the state of choosing empty, when the length of footboard 9 needs to be adjusted, open servo motor 7, servo motor 7 drives lead screw 8 and rotates, because lead screw 8 and 4 threaded connection of tie-beam, make lead screw 8 drive 4 lateral shifting of tie-beam, drive walking beam 3 lateral shifting on girder 1 by tie-beam 4, make the footboard 9 lateral shifting simultaneously, the length that makes the footboard can be adjusted.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims (4)

1. The utility model provides a construction overhanging type platform of unloading, includes two girder (1) that are parallel to each other, its characterized in that, two be fixed with crossbeam (2) between girder (1), and equal slidable mounting has walking beam (3) on the inner wall of two girder (1), two the upper end of walking beam (3) is fixed with pedal (9), two walking beam (3) are close to be fixed with tie-beam (4) between the one end of crossbeam (2), and the other end of two walking beams (3) runs through the terminal surface of girder (1), and the outer end of two walking beams (3) is fixed with baffle (5), servo motor (7) are installed to one side that crossbeam (2) kept away from walking beam (3), the output shaft of servo motor (7) runs through crossbeam (2), and is fixed with lead screw (8) on the output shaft of servo motor (7) with one heart, the other end of lead screw (8) runs through tie-beam (4), and the other end of lead screw (8) rotates and installs direction slide (6), lead screw (8) with tie-beam (4) threaded connection, the both ends of direction slide (6) are slidable mounting respectively two on walking beam (3).
2. The cantilever type unloading platform for building construction according to claim 1, wherein the inner walls of the two main beams (1) are provided with first sliding grooves (11), one ends of the first sliding grooves (11) far away from the cross beams (2) penetrate through the end surfaces of the main beams (1), and the movable beams (3) are inserted into the first sliding grooves (11) and are in sliding fit with the first sliding grooves (11).
3. The overhanging type discharging platform for building construction according to claim 1, wherein a gap is reserved between the pedal (9) and the main beam (1), and a fence (10) is fixed at the upper end edge of the pedal (9).
4. The overhanging type discharging platform for building construction according to claim 1, wherein a second sliding chute (12) is formed at one side of each of the two movable beams (3) close to each other, and two ends of the guide sliding plate (6) are respectively inserted into the second sliding chute (12) and are in sliding fit with the second sliding chute (12).
CN201921165123.5U 2019-07-23 2019-07-23 Construction overhanging type discharging platform Expired - Fee Related CN210460021U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921165123.5U CN210460021U (en) 2019-07-23 2019-07-23 Construction overhanging type discharging platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921165123.5U CN210460021U (en) 2019-07-23 2019-07-23 Construction overhanging type discharging platform

Publications (1)

Publication Number Publication Date
CN210460021U true CN210460021U (en) 2020-05-05

Family

ID=70447253

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921165123.5U Expired - Fee Related CN210460021U (en) 2019-07-23 2019-07-23 Construction overhanging type discharging platform

Country Status (1)

Country Link
CN (1) CN210460021U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111550040A (en) * 2020-05-06 2020-08-18 中国建筑股份有限公司 Adjustable bearing seat for variable cross-section creeping formwork construction and use method thereof
CN111764661A (en) * 2020-06-29 2020-10-13 中国五冶集团有限公司 Overhanging type material platform with transverse supporting system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111550040A (en) * 2020-05-06 2020-08-18 中国建筑股份有限公司 Adjustable bearing seat for variable cross-section creeping formwork construction and use method thereof
CN111550040B (en) * 2020-05-06 2022-01-18 中国建筑股份有限公司 Adjustable bearing seat for variable cross-section creeping formwork construction and use method thereof
CN111764661A (en) * 2020-06-29 2020-10-13 中国五冶集团有限公司 Overhanging type material platform with transverse supporting system

Similar Documents

Publication Publication Date Title
CN210460021U (en) Construction overhanging type discharging platform
CN206110656U (en) Scalable foldable integrally lift up tube formwork of elevartor shaft
CN107217815B (en) Resistance to compression, safe type assembled steel construction elevartor shaft
CN112878714B (en) Automatic brick laying machine for building engineering
CN104196231A (en) Concrete floor aluminum alloy template and construction method thereof
CN114059782A (en) Construction method of prefabricated slab
CN205364159U (en) Prefab production bench formwork
CN107816207B (en) A kind of building door opening top aluminum dipping form beam side plate sets up structure
CN211278938U (en) Bottom paving device, precast beam bottom die and precast beam construction device
CN202064281U (en) Slip form frame
CN211171855U (en) Integrated steel gate
CN117248740A (en) Public building construction is with platform of unloading
CN108756197B (en) Construction method of elevator shaft operating platform
CN110747824A (en) Integrated steel gate
CN208105903U (en) The not contour support steel truss structure hoisting slide structure of large span
CN106193586A (en) Elevator Telescopic folding Integral lifting core
CN212399901U (en) Gypsum slat production host computer
CN209958717U (en) Telescopic operating platform for elevator shaft
CN108756198B (en) Elevator shaft operating platform
CN207228407U (en) A kind of prefabricated partition wall of the staircase with installation base
CN109113332A (en) A kind of wallboard, the floor construction of unilateral contraction
CN215561940U (en) Railway portal frame bridge jacking limiting slide way
CN109881958A (en) The construction method of spiral curl steel plate storehouse
EP0085366B1 (en) Method of and device for manufacturing three-dimensional cells from solidifying building material
CN218754669U (en) Construction device of prefabricated building

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20200505

Termination date: 20210723