CN209874433U - Assembly type integral moving operation frame - Google Patents

Assembly type integral moving operation frame Download PDF

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Publication number
CN209874433U
CN209874433U CN201920613575.9U CN201920613575U CN209874433U CN 209874433 U CN209874433 U CN 209874433U CN 201920613575 U CN201920613575 U CN 201920613575U CN 209874433 U CN209874433 U CN 209874433U
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China
Prior art keywords
portal
channel
steel
section steel
pedal
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CN201920613575.9U
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Chinese (zh)
Inventor
王广为
汪成
崔洁
朱晓宇
吴求一
高磊
闫含洋
冯源
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China Railway Construction Group Co Ltd
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China Railway Construction Group Co Ltd
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Priority to CN201920613575.9U priority Critical patent/CN209874433U/en
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Abstract

The utility model discloses an assemble formula moving as a whole handling frameThe device comprises a channel steel track, a portal vertical rod point, a bearing roller vehicle, a channel steel beam, a first pedal, a first portal, a second pedal, a second portal, a steel pipe cross rod, a gallery cross brace and a bottom support. The utility model has the advantages that: first portal is 1.2 meters portal, and the second portal is 1.7 meters portal, and the width of first portal and second portal equals completely, prevents that its stability is not up to standard, all is the fastener between steel pipe horizontal pole, corridor bridging and the channel-section steel crossbeam and is connected, and the model that the steel pipe horizontal pole was isGuarantee the inseparability of integral connection, the channel-section steel track is provided with three altogether, and this orbital use model of channel-section steel is 25a, and the angle that presss from both sides between channel-section steel track and the channel-section steel crossbeam is 90 degrees and is connected through portal pole setting point, prevents to have brought inconvenience for the change in the future.

Description

Assembly type integral moving operation frame
Technical Field
The utility model relates to a remove the handling frame, specifically be an equipment formula moving as a whole handling frame, belong to for the building removal operating means technical field.
Background
The scaffold is a working platform which is erected for ensuring that each construction process is smoothly carried out, and is divided into an outer scaffold and an inner scaffold according to the erected position; the scaffold can be divided into a wood scaffold, a bamboo scaffold and a steel pipe scaffold according to different materials; the scaffold is divided into a vertical rod type scaffold, a bridge type scaffold, a door type scaffold, a suspension type scaffold, a hanging type scaffold, a lifting type scaffold and a climbing type scaffold according to the structural form, different types of engineering construction select different purposes, the bridge support frame uses a large number of bowl buckle scaffolds, the door type scaffold is also used, the main structure construction floor scaffold uses a large number of fastener scaffolds, and the longitudinal distance of the scaffold vertical rods is generally 1.2-1.8 m; the transverse distance is generally 0.9 to 1.5 m.
Therefore, the assembly type integral moving operation frame and the installation construction process thereof are also a very important thing, although a plurality of assembly type integral moving operation frames and installation construction processes thereof exist at present, a plurality of problems still exist, firstly, the bottom support of the existing assembly type integral moving operation frame and the installation construction process thereof can not be adjusted, so that certain influence is caused on disassembly and movement, secondly, the heights of the existing assembly type integral moving operation frame and the door supports of the installation construction process thereof are completely the same, so that the stability of the operation frame is not up to the standard, thirdly, the existing assembly type integral moving operation frame and the components of the installation construction process thereof are connected in a welding mode, so that inconvenience is brought to replacement in the future.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an assemble formula moving as a whole handling frame in order to solve above-mentioned problem.
The utility model discloses a following technical scheme realizes above-mentioned purpose: an assembled type integral moving operation frame comprises a channel steel track, portal upright points, a bearing roller vehicle, a channel steel beam, a first pedal, a first portal, a second pedal, a second portal, a steel pipe cross rod, a gallery cross brace and a bottom support; the channel-section steel track is vertical form setting in the left and right sides and the intermediate position of channel-section steel crossbeam, portal pole setting point is the equidistance formula and sets up on the channel-section steel crossbeam, it is located the handing-over point department of channel-section steel track, channel-section steel crossbeam level setting on the channel-section steel track, first footboard is located the top layer of this group's piece together formula moving as a whole handling frame, first portal is located the below of first footboard, the second footboard is located the right side of first portal, the second portal is located the below of first portal, the steel pipe horizontal pole is located the channel-section steel track, corridor bridging is located the below of steel pipe horizontal pole, the collet is located the bottom of channel-section steel crossbeam.
Preferably, in order to prevent that certain influence has been caused with the removal to dismantling, the collet is adjustable structural component, and this collet and channel-section steel crossbeam are welded connection and are the equidistance formula setting.
Preferably, in order to prevent the stability of the first gantry from failing to reach the standard, the first gantry is a 1.2-meter gantry, the second gantry is a 1.7-meter gantry, and the widths of the first gantry and the second gantry are completely equal.
Preferably, in order to ensure the tightness of the integral connection, the steel pipe cross rod, the gallery cross brace and the channel steel cross beam are connected by fasteners, and the steel pipe cross rod is of the type
Preferably, in order to prevent inconvenience brought to future replacement, the number of the channel steel rails is three, the usage model of the channel steel rail is 25a, and the included angle between the channel steel rail and the channel steel beam is 90 degrees and the channel steel rail and the channel steel beam are connected through a portal vertical rod point.
The utility model has the advantages that: this piece together formula moving as a whole handling frame and installation and construction technology reasonable in design, the collet is structural component with adjustable, and this collet is welded connection and is the equidistance formula setting with the channel-section steel crossbeam, prevent to have caused certain influence to dismantling and removing, first portal is 1.2 meters portal, the second portal is 1.7 meters portal, and the width of first portal and second portal equals completely, prevent that its stability is not up to standard, the steel pipe horizontal pole, all be the fastener between corridor bridging and the channel-section steel crossbeam and be connected, and the model that the steel pipe horizontal pole was isGuarantee the inseparability of integral connection, the channel-section steel track is provided with three altogether, and this orbital use model of channel-section steel is 25a, and the angle that presss from both sides between channel-section steel track and the channel-section steel crossbeam is 90 degrees and is connected through portal pole setting point, prevents to have brought inconvenience for the change in the future.
Drawings
FIG. 1 is a front view of the present invention;
FIG. 2 is a schematic side view of the present invention;
FIG. 3 is a general schematic view of the present invention;
FIG. 4 is a partial schematic view of the present invention;
fig. 5 is a schematic view of the construction process flow of the utility model.
In the figure: 1. channel-section steel track, 2, portal pole setting point, 3, bear the gyro wheel car, 4, channel-section steel crossbeam, 5, first running-board, 6, first portal, 7, second running-board, 8, second portal, 9, steel pipe horizontal pole, 10, corridor bridging and 11, collet.
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. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 to 5, an assembled type integral moving operation frame comprises a channel steel track 1, a gantry upright point 2, a bearing roller car 3, a channel steel beam 4, a first pedal 5, a first gantry 6, a second pedal 7, a second gantry 8, a steel pipe cross bar 9, a gallery cross brace 10 and a bottom support 11; channel-section steel track 1 is vertical form setting in the left and right sides and the intermediate position of channel-section steel crossbeam 4, portal pole setting point 2 is the equidistance formula and sets up on channel-section steel crossbeam 4, bear gyro wheel car 3 and be located channel-section steel track 1, channel-section steel crossbeam 4 handing-over point department, channel-section steel crossbeam 4 level sets up on channel-section steel track 1, first footboard 5 is located the top layer of this piecing together formula moving as a whole handling frame, first portal 6 is located the below of first footboard 5, second footboard 7 is located the right side of first portal 6, second portal 8 is located the below of first portal 6, steel pipe horizontal pole 9 is located channel-section steel track 1, corridor bridging 10 is located the below of steel pipe horizontal pole 9, collet 11 is located the bottom of channel-section steel crossbeam 4.
Collet 11 is structural component with adjustable, and this collet 11 is welded connection and is the equidistance formula setting with channel-section steel crossbeam 4, prevents to have caused certain influence to dismantling and removing, first portal 6For 1.2 meters portal, second portal 8 is 1.7 meters portal, and the width of first portal 6 and second portal 8 equals completely, prevents that its stability is not up to standard, all be the fastener between steel pipe horizontal pole 9, corridor bridging 10 and the channel-section steel crossbeam 4 and be connected, and the model that steel pipe horizontal pole 9 was isGuarantee the inseparability of integral connection, channel-section steel track 1 is provided with three altogether, and this channel-section steel track 1's use model is 25a, and the angle that presss from both sides between channel-section steel track 1 and the channel-section steel crossbeam 4 is 90 degrees and connects through portal pole setting point, prevents to have brought inconvenience for the change in the future.
The installation and construction process based on the assembled integral moving operation frame comprises the following steps:
step A, paving a steel track on a flat ground: paving 25# channel steel rails 1 on the flat ground at a spacing of 6150mm, and polishing welded junctions by adopting a butt welding method during lengthening;
step B, erecting a portal frame and then installing cross supports: after the adjustable support of the first span portal is installed, immediately erecting the first span portal, and immediately installing the cross support along with the erection portal;
step C, paving a steel buckle hanging type pedal: should be synchronized with the landing gear. Each layer is arranged;
d, erecting a floor sweeping rod or a horizontal rod: in order to ensure that the upright rods of the first layer of foundation frames are more stable and connected into a whole, the floor sweeping rods are immediately erected after the requirements of the frame bodies are finished; the installation of the horizontal rod cannot lag behind one step of the frame body;
step E, erecting and lifting a scaffold: the scaffold is to be synchronously erected and lifted, and the periphery of the operation surface is provided with a protective railing not less than 1.2 m;
step F, hanging a horizontal safety net: the horizontal net-holding adopts 6.0 multiplied by 1.5m, safety nets are fully hung in the second step and the fourth step of the portal frame, and net ropes are bound on the vertical rods of the portal frame and the platform and tightened;
step G, finishing the erection height of the scaffold: the safety guardrails with the height of more than 1.2m are required to be erected on the periphery of the top layer after the scaffold is erected;
step H, setting a cross brace: and the cross braces are continuously arranged around the outer vertical surface of the movable scaffold in the whole height and length directions.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims (5)

1. The utility model provides an equipment formula moves handling frame entirely which characterized in that: the device comprises a channel steel track (1), portal upright points (2), a bearing roller trolley (3), a channel steel beam (4), a first pedal (5), a first portal (6), a second pedal (7), a second portal (8), a steel pipe cross bar (9), a gallery cross brace (10) and a bottom support (11); the channel steel rails (1) are vertically arranged at the left side, the right side and the middle position of the channel steel beam (4), the gantry upright stanchion points (2) are arranged on the channel steel beam (4) in an equidistant way, the bearing roller trolley (3) is positioned at the junction point of the channel steel track (1) and the channel steel beam (4), the channel steel beam (4) is horizontally arranged on the channel steel track (1), the first pedal (5) is positioned at the top layer of the assembled integral movable operation frame, the first door frame (6) is positioned below the first pedal (5), the second pedal (7) is positioned at the right side of the first door frame (6), the second portal (8) is positioned below the first portal (6), the steel pipe cross bar (9) is positioned on the channel steel track (1), corridor bridging (10) is located the below of steel pipe horizontal pole (9), collet (11) is located the bottom of channel-section steel crossbeam (4).
2. The assembled integral movable operation frame according to claim 1, wherein: the bottom support (11) is an adjustable structural member, and the bottom support (11) is in welded connection with the channel steel beam (4) and is arranged in an equidistant mode.
3. The assembled integral movable operation frame according to claim 1, wherein: the first portal (6) is a portal of 1.2 meters, the second portal (8) is a portal of 1.7 meters, and the widths of the first portal (6) and the second portal (8) are completely equal.
4. The assembled integral movable operation frame according to claim 1, wherein: all be the fastener between steel pipe horizontal pole (9), corridor bridging (10) and channel-section steel crossbeam (4) and be connected, and the model that steel pipe horizontal pole (9) were is
5. The assembled integral movable operation frame according to claim 1, wherein: the steel channel rail (1) is provided with three altogether, and the use model of this steel channel rail (1) is 25a, and the angle that presss from both sides between steel channel rail (1) and channel-section steel crossbeam (4) is 90 degrees and is connected through portal pole setting point (2).
CN201920613575.9U 2019-04-30 2019-04-30 Assembly type integral moving operation frame Active CN209874433U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920613575.9U CN209874433U (en) 2019-04-30 2019-04-30 Assembly type integral moving operation frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920613575.9U CN209874433U (en) 2019-04-30 2019-04-30 Assembly type integral moving operation frame

Publications (1)

Publication Number Publication Date
CN209874433U true CN209874433U (en) 2019-12-31

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920613575.9U Active CN209874433U (en) 2019-04-30 2019-04-30 Assembly type integral moving operation frame

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CN (1) CN209874433U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109972831A (en) * 2019-04-30 2019-07-05 中铁建设集团有限公司 A kind of assembled moves integrally crosshead and its construction technique

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109972831A (en) * 2019-04-30 2019-07-05 中铁建设集团有限公司 A kind of assembled moves integrally crosshead and its construction technique

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