CN114104939B - Steel framework hoisting process, hoisting equipment and auxiliary device - Google Patents

Steel framework hoisting process, hoisting equipment and auxiliary device Download PDF

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Publication number
CN114104939B
CN114104939B CN202111354281.7A CN202111354281A CN114104939B CN 114104939 B CN114104939 B CN 114104939B CN 202111354281 A CN202111354281 A CN 202111354281A CN 114104939 B CN114104939 B CN 114104939B
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China
Prior art keywords
steel
movable
hoisting
framework
frame
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CN202111354281.7A
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CN114104939A (en
Inventor
张海亮
张奉超
刘金果
杨东雷
曾婷
程立胜
赵小峰
张伟
蒋婷
张彪
张思锐
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China Railway First Engineering Group Co Ltd
Construction and Installation Engineering Co Ltd of China Railway First Engineering Group Co Ltd
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China Railway First Engineering Group Co Ltd
Construction and Installation Engineering Co Ltd of China Railway First Engineering Group Co Ltd
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Priority to CN202111354281.7A priority Critical patent/CN114104939B/en
Publication of CN114104939A publication Critical patent/CN114104939A/en
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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
    • B66C1/10Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C5/00Base supporting structures with legs
    • B66C5/02Fixed or travelling bridges or gantries, i.e. elongated structures of inverted L or of inverted U shape or tripods
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C6/00Girders, or track-supporting structures, specially adapted for cranes

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

Abstract

The application relates to a steel framework hoisting process, hoisting equipment and an auxiliary device, which relate to the field of building construction and comprise the following processes: cutting the steel framework into a plurality of sections of partial frameworks; then hoisting a section of local framework, and installing the section of local framework on hoisting equipment; lifting the rest partial frameworks, and splicing and connecting the rest partial frameworks with the partial frameworks on the lifting equipment until all the partial frameworks are spliced into a complete steel framework; then adjusting the position of the steel framework and hoisting the steel framework at the installation position; the hoisting device is used for hoisting the steel wire rope and comprises hoisting equipment and an auxiliary device, wherein the hoisting equipment and the auxiliary device are used for assisting in process. The application has the effect of being convenient for hoisting the steel framework.

Description

Steel framework hoisting process, hoisting equipment and auxiliary device
Technical Field
The application relates to the field of building construction, in particular to a steel framework hoisting process, hoisting equipment and an auxiliary device.
Background
The steel framework is also called a steel structure framework, is a structure commonly used in the building field, and when building personnel are constructed, the steel framework is often required to be hoisted in a building structure from the ground, and in the process, the steel framework is required to be lifted to a certain height by bypassing some barriers of construction sites such as external structures of the building.
In the related art, a constructor usually lifts a steel frame directly using a crane, moves to a designated height and position, and then lifts the steel frame to an installation position by the crane.
In view of the above related art, the inventor believes that some steel frames are too heavy and long, and if the whole steel frame is hoisted, a large-tonnage crane is required to be purchased or called for, and some steel frames with long lengths are not convenient to directly hoist integrally.
Disclosure of Invention
In order to facilitate hoisting of a steel framework, the application provides a steel framework hoisting process, hoisting equipment and an auxiliary device.
In a first aspect, the application provides a steel frame hoisting process, which adopts the following technical scheme:
a steel frame hoisting process comprises the following steps:
s1, cutting a steel frame: cutting the steel framework into a plurality of sections of partial frameworks;
s2, assembling a steel framework:
s21, lifting a section of local framework, and installing the local framework on lifting equipment, wherein the lifting equipment is positioned in a region where the steel framework is to be installed;
s22, lifting the rest partial frameworks, and splicing and connecting the rest partial frameworks with the partial frameworks on the lifting equipment until all the partial frameworks are spliced into a complete steel framework;
S3, hoisting a steel frame: and adjusting the position of the steel framework, and hoisting the steel framework at the installation position.
In S22, two methods are included:
in the first mode, in the rest partial frameworks, more than two sections of partial frameworks are hoisted at the same time, then the hoisted partial frameworks are moved to hoisting equipment, and the partial frameworks on the hoisting equipment and a plurality of sections of newly hoisted partial frameworks are spliced and connected at the same time;
in the second mode, the partial frameworks of the other sections are lifted one by one, then the single partial framework lifted each time is moved to the lifting equipment, and the newly lifted single partial framework is spliced and connected with the partial frameworks on the lifting equipment.
Through adopting above-mentioned technical scheme, when the steel framework that needs to hoist is long and heavy, can cut the steel framework, divide into the local framework of multistage length weak point, install lifting device on the structural layer of waiting to install the steel framework, then hoist one of them section local framework, according to the height and the position of structural layer, the lifting is with removing the local framework that hoist, because single local framework weight is lighter and the length is shorter, use the crane commonly used of small-tonnage, can hoist single local framework, constructor need not additionally purchase or call the crane of bigger tonnage any more, save economic cost, also be convenient for the mobilization and the selection of on-the-spot construction equipment, the construction operation of staff provides convenience.
After the first local framework is hoisted and moved to the installation area, the local framework is connected to hoisting equipment, then other local frameworks are hoisted to be connected with the local frameworks on the hoisting equipment, and the hoisting and the movement of the rest multi-section local frameworks are completed through the process of the application, and the hoisting and the movement can be realized by using a conventional crane on the construction area; in addition, the construction operation is carried out on the single-section local framework, so that the lifting and moving processes are more stable, the possibility of unbalanced inclination of the steel framework in the lifting and hanging process is reduced, and the potential safety hazard is reduced; meanwhile, the workers move the longer steel framework to the installation area in a segmented mode through cutting and then assembling, so that the possibility that the overlong steel framework collides with the surrounding building structure during direct hoisting is reduced.
When all the partial frameworks are assembled in the installation area, the assembled integral steel framework is positioned on the hoisting equipment, the hoisting equipment is positioned on a structural layer of the steel framework to be installed, the hoisting equipment can directly support the steel framework on the structural layer, and at the moment, the stress point of the pressure born by the hoisting equipment is positioned near the gravity center of the hoisting equipment; if the crane is used, the crane can not directly open the upper structural layer basically, the crane positioned far away needs to extend the suspension arm in the inclined direction, the steel framework is conveyed to a position which is far away and higher than the installation position through the suspension arm, the gravity center position of the crane is far away from the pressure point of the steel framework, and if the crane is insufficient in weight, the risk of side turning can occur; therefore, compared with the process of directly lifting by a crane, the lifting device adopted by the process disclosed by the application is more stable in operation in the lifting process.
Because the construction site condition is complex, and the structural layer of the steel framework to be installed can be positioned at a high-rise structure, the hoisting condition of the steel framework can not be observed through eyes; when the steel frame is positioned on the hoisting equipment, the hoisting equipment and constructors are positioned on the same structural layer, and the constructors can adjust the position and the height of the steel frame by controlling the hoisting equipment to hoist the assembled steel frame; because the station of constructors can directly observe the whole hoisting process by naked eyes, the hoisting can be more accurately carried out, compared with the hoisting from the ground upwards directly, the possibility of position deviation of the steel framework in the hoisting process is reduced, the process of the application does not need repeated reworking, and the construction efficiency is improved.
In the process, a constructor can select which construction mode to use according to site construction conditions, and when a plurality of cranes can bear hoisting operation at the same time on a construction site, a first mode is used for installing a plurality of sections of local frameworks at the same time, so that the construction time is shortened; when the field device does not allow the multi-section local framework to be assembled synchronously, the second mode is used for lifting, moving and assembling one by one, more cranes and staff can be saved by using the mode, the saved equipment and staff can be used for construction elsewhere, more equipment and staff can be allocated during construction on a construction site, different schemes are provided for different construction conditions, and more constructors can select.
In conclusion, the process is convenient for constructors to hoist the steel framework.
Optionally, the method further comprises:
s4, continuously hoisting: repeating the steps S1 to S3, and hoisting all the steel frameworks at the respective installation positions;
s5, fixing a steel framework: and disassembling the hoisting equipment, and connecting the plurality of steel frameworks with each other by using parts of the hoisting equipment.
By adopting the technical scheme, in the building engineering, a plurality of steel frameworks are usually required to be hoisted in one installation area, so steps of the application S1-S4 are repeated, and all the steel frameworks are built and hoisted; after all steel frameworks are installed, the hoisting equipment is disassembled, and under normal conditions, the hoisting equipment is assembled by using section steel, so that the disassembled hoisting equipment is multi-section steel, then the section steel forming the hoisting equipment is used for connecting two adjacent steel frameworks into a whole, a plurality of steel frameworks which are connected into a whole can be placed more stably, the possibility that the steel frameworks fall or shift in subsequent construction is reduced, and the stability of the building structure is enhanced.
Meanwhile, the parts of the hoisting equipment after being disassembled are used for connecting the steel frameworks, so that construction materials can be saved; the hoisting equipment is large, and a detachable hoisting equipment is adopted, so that constructors only need to bring parts forming the hoisting equipment into a building structure, and the hoisting equipment can be assembled in an installation area, thereby being convenient for being arranged at a designated position before construction; after the hoisting is finished, the hoisting equipment completes the construction task, if the hoisting equipment is removed again, the workload of constructors can be increased, so after the hoisting equipment is disassembled, the steel framework is connected by the parts of the hoisting equipment, namely, the steel framework structure is reinforced, and the problem of how to treat the hoisting equipment after the use is finished is solved.
In a second aspect, the application provides hoisting equipment, which adopts the following technical scheme:
a lifting device and a supporting part; and the lifting part is arranged on the supporting part.
The device also comprises a driving part, a plurality of first rollers are arranged below the supporting part, and the driving part is used for driving the supporting part to move.
By adopting the technical scheme, after the local framework is hung to the installation area, the local framework needs to be connected to the lifting part of the lifting equipment, and the lifting part is supported by the supporting part, so that the possibility of overturning the whole lifting equipment is reduced; after all the partial frameworks are assembled, the positions of the steel frameworks are adjusted through the lifting part, so that the steel frameworks are put on brackets at the installation position, and one steel framework is installed; the hoisting equipment plays a role in auxiliary hoisting, and provides convenience for the hoisting process.
Optionally, the support part further comprises a guide rail along which the support part moves.
The first roller is placed on the guide rail, and the first roller slides along the guide rail.
By adopting the technical scheme, when the steel frameworks are installed, the construction is calculated after the steel frameworks in one row are all hoisted, so that hoisting equipment can be required to move in the expected distribution direction of the steel frameworks; the existence of the guide rail can provide a determined direction and track for the movement of the supporting part, so that the possibility of position deviation of the supporting part during movement is reduced; the staff only needs to confirm the position of the guide rail in advance according to the size and the field condition of the steel framework, and can accurately put up the steel framework when the hoisting equipment is moved each time to install the steel framework, so that the accuracy of the installation position of the steel framework is higher.
In a third aspect, the present application provides an auxiliary device, which adopts the following technical scheme:
an auxiliary device comprises a frame body; the limiting assemblies are arranged on the frame body respectively, each limiting assembly encloses a limiting space, and the limiting space is used for inserting the local framework.
The frame body is detachably connected with the hoisting equipment.
By adopting the technical scheme, when two sections of local frameworks are required to be connected together, the local frameworks which swing back and forth after being lifted are not easy to stop swinging due to the overweight weight of the local frameworks, and are easy to cause injury to constructors, so that the constructors are inconvenient to assemble and connect; therefore, the two sections of the local frameworks are required to be aligned by means of external equipment, so that the possibility that the local frameworks shake back and forth to collide with and damage a human body is reduced even if constructors connect the two sections of the local frameworks.
When the auxiliary device is used, when the partial frameworks in assembly are required to be limited, the two sections of partial frameworks are inserted into the limiting space, the limiting assembly limits the shaking of the partial frameworks, and meanwhile, the splicing positions of the two sections of partial frameworks are aligned, so that the splicing operation of constructors is facilitated.
The auxiliary device is detachably connected with the frame body, and the local framework swings back and forth to collide with an external object to generate larger impact force due to the overlarge weight of the local framework; therefore, when the local framework is limited, the auxiliary device is required to be connected to the hoisting equipment, and the collision force generated by the newly hoisted local framework is stabilized through the hoisting equipment and the weight of the local framework on the hoisting equipment, so that the possibility of the auxiliary device being knocked over is reduced.
Optionally, the device further comprises a working assembly, wherein the working assembly is arranged on the frame body and comprises an extending piece and at least one workbench, the extending piece extends towards the upper portion of the frame body, and the workbench is arranged on the extending piece.
The extending piece is integrally connected with the limiting assembly.
By adopting the technical scheme, after the steel frameworks are cut off, the upper chord, the middle chord and the lower chord are cut off at the same time, so that when two sections of steel frameworks are required to be assembled and connected, the upper, middle and lower three positions of the two sections of steel frameworks are required to be connected at the same time; the application is provided with the extension piece, the extension piece supports the workbench to a certain height, so that a worker can climb to a higher position to perform splicing operation at two positions of the middle chord and the upper chord; the existence of the workbench is convenient for constructors to stand or squat, so that the construction process of the constructors is more convenient and safer.
The extension piece is integrally connected with the limiting component and is integrally arranged, so that the extension piece and the limiting component are of the same structure, the novel structure formed by the extension piece and the limiting component can play a limiting role, the function of supporting a workbench can be also played, the space utilization rate of the auxiliary device is improved, and meanwhile, equipment materials are also saved.
Optionally, the workbench is a telescopic workbench.
By adopting the technical scheme, when in site construction, the workbench possibly needs to be provided for a plurality of people to construct simultaneously, and sometimes, a large movable space is also needed to be provided for the constructors to move, so that the workbench is arranged into a telescopic form, and when the constructors need to provide a larger movable area for the workbench, the workbench is lengthened.
Optionally, the device further comprises a driving assembly, wherein the workbench slides along the extending direction of the extending piece, and the driving assembly is used for driving the workbench to slide.
The workbench is detachably connected with the extension piece.
By adopting the technical scheme, when the middle chord and the upper chord of the local framework are required to be connected, the driving component drives the workbench to move, and the workbench moves up and down according to specific conditions and construction requirements, so that the operation at different heights can be realized by only one workbench, the height of the workbench can be more selectable, and the number of the workbench can be reduced; after the workstation removes to suitable position, carries out fixed connection with workstation and extension, makes the weight of the people that carries that the workstation can be better, has reduced the possibility that the workstation dropped, makes constructor safer in the work progress.
Optionally, the support body includes two at least adjustable shelves, adjacent the adjustable shelf is dismantled and is connected, every all be equipped with on the adjustable shelf spacing subassembly with the operation subassembly, adjacent on the adjustable shelf the operation subassembly is located spacing space is in the different sides of adjustable shelf distribution direction.
By adopting the technical scheme, when the local framework is assembled, a plurality of constructors are required to be installed at the two sides of the local framework at the same time, so that the two sides of the local framework are required to be provided with the workbench, the auxiliary device is required to be removed after the auxiliary device is used, and the extending parts extending upwards at the two sides are inconvenient for the constructors to directly take away the frame body; therefore, the frame body is in a detachable form, each operation assembly is positioned on one movable frame, a worker only needs to move the local frame out of the limiting space and then move the movable frame towards one side, at the moment, the movable frame can be moved from the lower part of the local frame and moved to a secondary use position, and when the movable frame is needed to be reused, the movable frame is only needed to be spliced into an integral frame body.
Optionally, the limiting component comprises a fixed part and a movable part, wherein a limiting space is formed by the fixed part and the movable part in a surrounding manner, and the movable part is detachably connected or hinged with the movable frame; on the same movable frame, the movable piece and the operation assembly are positioned on different sides of the limiting space.
The extension piece is integrally connected with the fixing piece.
Through adopting above-mentioned technical scheme, after the local framework concatenation, need remove the movable frame from local framework below, can overturn or dismantle the movable part this moment, spacing space is opened, and constructor only needs pulling or pushing the movable frame, just can be smooth shift out the movable frame, makes auxiliary device can reuse.
In summary, the present application includes at least one of the following beneficial technical effects:
1. cutting the steel frame into a plurality of sections for lifting, splicing in an installation area, and hoisting through hoisting equipment, so that constructors can conveniently install the steel frame during construction;
2. after the hoisting is finished, the plurality of steel frameworks are connected with each other by adopting parts detached from the hoisting equipment, so that the reinforcing effect on the plurality of steel frameworks is realized, meanwhile, the material cost is saved, and the hoisting equipment for completing the construction task is reused;
3. the existence of the hoisting equipment is convenient for constructors to realize hoisting operation of the steel framework;
4. the auxiliary device can limit the local framework and align the local framework during assembly, so that the follow-up operation of constructors is facilitated.
Drawings
FIG. 1 is a schematic diagram of the related art;
FIG. 2 is a schematic structural view of a lifting device according to the present application, which is intended to show a state in use;
FIG. 3 is a schematic view of the structure of the supporting part, the lifting part and the driving part of the hoisting device;
fig. 4 is an enlarged view at a in fig. 3;
fig. 5 is an enlarged view at B in fig. 3;
fig. 6 is a schematic structural view of an auxiliary device of embodiment 1 of the present application, which is intended to show a state in use;
fig. 7 is an enlarged view at C in fig. 6;
FIG. 8 is a schematic view of an auxiliary device according to an embodiment 2 of the present application;
fig. 9 is an enlarged view at D in fig. 8;
fig. 10 is a schematic structural view of an auxiliary device of embodiment 2 of the present application, intended to show a state in use;
FIG. 11 is a schematic view showing the construction of a working unit according to an embodiment 2 of the auxiliary device of the present application;
FIG. 12 is a schematic view showing the structure of an auxiliary device according to an embodiment 3 of the present application;
FIG. 13 is a schematic view showing the structure of a table according to an embodiment 3 of the auxiliary device of the present application;
fig. 14 is a schematic view showing the structure of a support rod according to an embodiment 3 of the auxiliary device of the present application.
Reference numerals illustrate: 01. a structural layer; 011. a support post; 012. a bracket; 02. a steel frame; 021. a local framework; 03. a support device; 1. a support part; 11. diagonal bracing; 12. a vertical rod; 121. a boom; 13. a pull rod; 14. a first roller; 141. a baffle; 15. a cushion block; 2. a lifting part; 3. a driving section; 4. a guide rail; 5. a frame body; 51. a second roller; 52. a mounting plate; 521. a fixing seat; 5211. a positioning pin; 53. a connecting rod; 54. a movable frame; 6. a limit component; 61. a limit space; 62. a limiting block; 621. a limit groove; 63. a fixing member; 631. a limit rod; 64. a movable member; 65. a blocking plate; 66. triangular support; 7. a work assembly; 71. an extension member; 711. a support rod; 7111. a connecting beam; 7112. a straight plate; 7113. a notch; 7114. a chute; 7115. a reinforcement; 712. a ladder stand; 713. a protective fence; 7131. a through port; 72. a work table; 721. a support table; 7211. a support rod; 7212. a support plate; 722. a sliding table; 7221. a slide bar; 7222. a connecting rod; 7223. a sliding plate; 7224. an inclined surface; 73. a support; 74. a guard rail; 8. a drive assembly; 9. a sliding assembly; 91. a connecting seat; 92. a wheel axle; 93. and abutting against the wheel.
Detailed Description
The application is described in further detail below with reference to fig. 1-14.
Referring to fig. 1, in the related art, a building structure includes a multi-stage structure layer 01, a plurality of struts 011 are provided at both sides of each stage structure layer 01, and a bracket 012 is provided on each strut 011; when the building construction is performed, the steel frame 02 needs to be hoisted on the appointed structural layer 01, the steel frame 02 is a steel skeleton with a certain length, constructors need to lift the steel frame 02 from the ground to the height of the appointed structural layer 01, then the steel frame 02 is hoisted on the support column 011, and two ends of the steel frame 02 are directly placed on bracket 012 on two sides; the related art cited herein is one of many construction environments to which the present application is applicable, and is not the only construction environment.
The embodiment of the application discloses a steel framework hoisting process.
A steel frame hoisting process comprises the following specific steps:
s1, cutting a steel frame: the steel frame 02 is cut off along the length direction to form a plurality of sections of partial frames 021, and the lengths of each section of partial frame 021 can be the same or different.
S2, assembling a steel framework:
s21, lifting a section of local framework 021 by lifting equipment such as a crane and the like, and installing the section of local framework 021 on lifting equipment with lifting function, wherein the lifting equipment is positioned in a region where the steel framework 02 is to be installed; in this embodiment, in the area where the steel frame 02 is to be installed, in order to prepare a designated structural layer 01 where the steel frame 02 is to be installed, a constructor places a lifting device on the structural layer 01 before connecting the first-stage partial frame 021.
In this step, which section of the partial frame 021 is lifted specifically is selected according to the actual situation of the steel frame 02, if the sections of the steel frame 02 are cut and separated, each section of the partial frame 021 is consistent, then any section of the partial frame 021 can be lifted, if the sections of the steel frame 02 are cut and separated, and if each section of the partial frame 021 is inconsistent, then the partial frame 021 positioned in the middle part of the steel frame 02 is preferably lifted.
S22, lifting the rest partial frameworks 021 of each section, moving to a lifting device, splicing and connecting the partial frameworks 021 on the lifting device with the rest partial frameworks 021 of each section until all the partial frameworks 021 are spliced into a complete steel framework 02.
In this step, the following two methods are included:
in the first mode, when a plurality of cranes or other lifting equipment are arranged on the site, under the condition of allowing conditions, more than two sections of residual partial frameworks 021 are lifted at the same time, then the lifted partial frameworks 021 are moved to the lifting equipment, and the partial frameworks 021 on the lifting equipment and a plurality of sections of newly lifted partial frameworks 021 are spliced and connected at the same time; if the conditions allow, all the rest partial frameworks 021 can be lifted together, and meanwhile connection assembly can be carried out.
In the second mode, when only one lifting device is lifted on site, the rest partial frameworks 021 of each section are lifted one by one, then the lifted partial frameworks 021 of each section are moved to the lifting device, and the newly lifted single partial frameworks 021 are spliced and connected with the partial frameworks 021 on the lifting device.
When some partial frameworks 021 are spliced, and all the interconnected partial frameworks 021 on the hoisting equipment are unbalanced and inclined, a supporting device 03 is required to be erected before the partial frameworks 021 are spliced, so that one end of the interconnected steel frameworks 02 on the hoisting equipment, which is inclined downwards, is supported; or after the assembly is completed, the inclined end is hung on the building structure through a hanging rope; if the conditions allow, the auxiliary hanging can be performed by a lifting device such as a crane, and the one end of the interconnected partial frame 021 which is inclined downward is lifted.
S3, hoisting a steel frame: the position of the steel frame 02 is adjusted through the hoisting device, the assembled steel frame 02 is hoisted at the installation position, and the installation position in the embodiment is the position of the bracket 012.
S4, continuously hoisting: the steps S1 to S3 are repeated, and all the steel frames 02 are hoisted at the respective mounting positions, in this embodiment, on two sides of the structural layer 01, each set of opposite brackets 012, for each steel frame 02 to be placed.
S5, fixing a steel framework: after all the steel frameworks 02 needing to be hoisted are installed, the hoisting equipment is disassembled, and a plurality of steel frameworks 02 are connected and fixed with each other by using a part structure disassembled from the hoisting equipment, and two adjacent steel frameworks 02 are fixed at least once; in the embodiment, the hoisting equipment is formed by constructing H-shaped steel, the disassembled parts are H-shaped steel, and in other embodiments, the parts are angle steel; if the parts detached from the hoisting device are enough to be used, more connecting materials are not needed to be taken out, and if the parts are not enough to be used, more connecting materials are additionally taken out to connect and fix the plurality of steel frameworks 02.
The application also discloses hoisting equipment.
Referring to fig. 2 and 3, a lifting apparatus includes a supporting part 1, a lifting part 2, a driving part 3, and a guide rail 4.
Referring to fig. 3 and 4, the supporting portion 1 is a rectangular frame structure, in this embodiment, the supporting portion 1 is formed by constructing a plurality of "H" shaped steel, the plurality of shaped steel are detachably connected through bolts and nuts, and diagonal braces 11 are arranged between the shaped steel forming the supporting portion 1, so as to reinforce the supporting portion 1; the supporting part 1 is provided with cushion blocks 15, in this embodiment, the cushion blocks 15 are sleepers, in other embodiments, the cushion blocks 15 are rubber blocks, the cushion blocks 15 are used for placing the partial framework 021, and the number of the cushion blocks 15 is determined according to specific construction requirements.
Referring to fig. 3, the upper end of the support part 1 is detachably connected with at least two uprights 12 through bolts and nuts, the uprights 12 are steel bars, the uprights 12 extend upwards along the vertical direction, and the distribution direction of the uprights 12 is consistent with the length direction of the steel frame 02 after being installed; at least one pull rod 13 is further arranged between each upright rod 12 and the supporting part 1, all the pull rods 13 are positioned on the same side of the upright rods 12 in the distribution direction, the pull rods 13 are obliquely arranged, one end of each pull rod 13 is detachably connected with the upright rods 12 through bolts and nuts, and the other end of each pull rod 13 is detachably connected with the supporting part 1 through bolts and nuts; in this embodiment, two upright rods 12 are provided, each upright rod 12 is connected with the supporting part 1 through a pull rod 13, and the pull rod 13 is a steel tube.
Referring to fig. 4, one end of each upright 12 far from the supporting part 1 is provided with a section of suspender 121, the suspender 121 is shaped steel, the suspender 121 extends towards one side of the upright 12 far from the pull rod 13, and the suspender 121 and the upright 12 are vertically arranged and welded with each other; the lifting part 2 is fixedly connected to one end of the boom 121 far away from the upright 12 through a screw, in this embodiment, the lifting part 2 is a winch, and in other embodiments, the lifting part 2 is an oil cylinder; the lifting end of the lifting part 2 is connected with a hook which is used for hooking the local framework 021; in other embodiments, the length of the boom 121 is extended, the lifting part 2 slides along the length direction of the boom 121, and a driving device, preferably an oil cylinder, is arranged on the boom 121 and used for driving the lifting part 2 to slide, and a piston rod of the oil cylinder is connected with the lifting part 2, so that the local framework 021 or the steel framework 02 can generate displacement on the lifting device without moving the lifting device.
Referring to fig. 3 and 5, a first roller 14 is fixed to each of four corners under the supporting portion 1 by screws; the two guide rails 4 are fixed on the structural layer 01 through bolts, the distribution directions of the two guide rails 4 are consistent with the distribution directions of the vertical rods 12, and one guide rail 4 is used for placing and rolling the two first rollers 14; two disc-shaped baffles 141 are respectively arranged on two sides of the wheel body of each first roller 14, the baffles 141 are coaxially welded with the wheel body of the first roller 14, when the first roller 14 is positioned on the guide rail 4, the guide rail 4 is clamped between the two baffles 141, and the baffles 141 are used for limiting the sliding of the first roller 14; in other embodiments, both sides of the guide rail 4 are provided with long steel plates for limiting the first roller 14; in other embodiments, the support portion 1 is provided with the same number of embedded grooves as the guide rails 4 below, and one guide rail 4 is embedded into one embedded groove, so as to realize the movement of the support portion 1 along the guide rail 4.
Referring to fig. 3 and 5, the driving parts 3 are winches, two ends of the guide rail 4 in the length direction are respectively provided with one driving part 3, a section of steel rope extends out of each driving part 3 to be bound with the supporting part 1, and the driving parts 3 are used for pulling the supporting parts 1 to move on the guide rail 4; in other embodiments, only one end of the guide rail 4 in the longitudinal direction is provided with the driving portion 3; in other embodiments, the driving portion 3 is a motor, and the driving portion 3 is used for driving the first roller 14 to rotate.
The implementation principle of the hoisting equipment provided by the embodiment of the application is as follows: when the steel frame 02 is required to be hoisted, firstly hanging the sectioned partial frame 021 at the lifting end of the lifting part 2, then splicing other partial frames 021 with the partial frame 021 on the hoisting equipment, and forming the steel frame 02 on the hoisting equipment; the supporting part 1 plays a supporting role on the steel frame 02, the lifting part 2 can be started to adjust the height of the steel frame 02, the driving part 3 can be started to adjust the position of the supporting part 1, the guide rail 4 provides a moving direction, and the baffle 141 reduces the possibility of derailment of the first roller 14; the hoisting equipment plays a role in auxiliary hoisting and is suitable for the process of the application.
The embodiment of the application also discloses an auxiliary device.
Example 1
Referring to fig. 6, an auxiliary device includes a frame body 5 and a limiting assembly 6.
Referring to fig. 6, the frame 5 is a vertical frame constructed by steel, and a plurality of second rollers 51 are arranged below the frame 5, wherein the second rollers 51 are convenient for the frame 5 to move; a mounting plate 52 is detachably connected above the frame body 5 through a screw, the plate surface of the mounting plate 52 is arranged along the horizontal direction, four limiting assemblies 6 are welded on the mounting plate 52, the distribution direction of the limiting assemblies 6 is consistent with the length direction of the steel frame 02 after the steel frame 02 is mounted, and a space is reserved between each two limiting assemblies 6; in other embodiments, the limit component 6 on each frame 5 may be two or three.
Referring to fig. 6 and 7, in the present embodiment, the limiting component 6 includes a rectangular block-shaped limiting block 62, one end of the limiting block 62 away from the mounting plate 52 is provided with a limiting groove 621, the limiting groove 621 opens the two ends of the limiting block 62 in the distribution direction of the limiting component 6, the groove wall of the limiting groove 621 encloses a limiting space 61, and the limiting space 61 is used for inserting a local framework 021; in this embodiment, two limiting assemblies 6 are used to limit one local framework 021, and in other embodiments, the number and distribution manner of the limiting assemblies 6 can be determined according to the requirements.
Referring to fig. 6, a frame body 5 is detachably connected with a lifting device, a connecting rod 53 is arranged on the frame body 5, the connecting rod 53 is formed steel, one end of the connecting rod 53 is detachably connected with the frame body 5 through bolts and nuts, and the other end of the connecting rod 53 is detachably connected with the lifting device through bolts and nuts between the lifting device and the frame body 5 adjacent to the lifting device; in this embodiment, a plurality of auxiliary devices are provided, and a plurality of frame bodies 5 are detachably connected through connecting rods 53, at this time, two ends of each connecting rod 53 are detachably connected with one frame body 5 through bolts and nuts; the length of the connecting rod 53 is different and is determined according to specific requirements.
The implementation principle of the embodiment 1 is as follows: when a constructor needs to assemble and connect the multi-section local framework 021, the local framework 021 is inserted into the limiting space 61, and the local framework 021 is limited by the limiting component 6, so that the possibility of swing of the local framework 021 during assembly is reduced; the constructor can align two adjacent sections of partial frameworks 021 through the device of the application, so that the partial frameworks 021 can be conveniently assembled and connected; the auxiliary device is connected with the hoisting equipment, so that the stability of the auxiliary device is improved; when the multi-section partial framework 021 is required to be spliced at the same time, a plurality of auxiliary devices are arranged to be connected with each other and are connected with the hoisting equipment together, so that the multi-section partial framework 021 can be limited at the same time, and the multi-section partial framework 021 is spliced at the same time; when the auxiliary device needs to be removed, the connecting rod 53 is simply detached.
Example 2
The present embodiment is different from embodiment 1 in that the frame body 5 is different in structure, the number and structure of the limiting assemblies 6 are different, and the present embodiment further includes a working assembly 7.
Referring to fig. 8, the frame body 5 includes two movable frames 54, the movable frames 54 are vertical frames formed by building sectional materials, the distribution direction of the movable frames 54 is consistent with the length direction of the steel frame 02 after being installed, the movable frames 54 are detachably connected with each other through bolts and nuts, and in other embodiments, the number of the movable frames 54 included in the frame body 5 can be multiple; each movable frame 54 is fixedly provided with a rectangular plate-shaped mounting plate 52, the mounting plates 52 on the two movable frames 54 can be spliced into a larger plate, and the two mounting plates 52 are detachably connected through steel plates and screws; a plurality of second rollers 51 are arranged below each movable frame 54, and the second rollers 51 are used for supporting sliding of the movable frames 54.
Referring to fig. 8, each movable frame 54 is provided with a limiting component 6, the limiting components 6 are disposed on the mounting plate 52, the distribution direction of the limiting components 6 on the whole frame body 5 is consistent with the distribution direction of the movable frames 54, in other embodiments, the number of limiting components 6 on each movable frame 54 may be multiple, and the distribution direction of the limiting components 6 is consistent with the distribution direction of the movable frames 54.
Referring to fig. 8 and 9, in the present embodiment, the limiting component 6 includes a fixed member 63 and a movable member 64, and in one limiting component 6, the distribution direction of the movable member 64 and the fixed member 63 is perpendicular to the distribution direction of the two movable frames 54; the fixing part 63 comprises two limiting rods 631, the limiting rods 631 are H-shaped steel, the distribution direction of the two limiting rods 631 is consistent with the distribution direction of the two movable frames 54, the length direction of the limiting rods 631 is arranged along the vertical direction, each limiting rod 631 is detachably connected with the mounting plate 52 through a triangular support 66, and the triangular support 66 is simultaneously detachably connected with the mounting plate 52 and the limiting rods 631 through bolts and nuts.
Referring to fig. 8 and 9, the movable member 64 is a rectangular frame formed by connecting four section steel, two fixed seats 521 are welded on each mounting plate 52, the distribution direction of the fixed seats 521 is consistent with that of the movable frame 54, the movable member 64 is positioned between the two fixed seats 521 on the same movable frame 54, the movable member 64 is hinged with the fixed seats 521, and the hinge axis of the movable member 64 is consistent with that of the fixed seats 521; each fixed seat 521 is provided with a positioning pin 5211, and the positioning pins 5211 are used for simultaneously penetrating through the fixed seats 521 and the movable pieces 64 so as to limit the movable pieces 64; when the positioning pin 5211 fixes the movable member 64, the movable member 64 is disposed perpendicular to the mounting plate 52, and a spacing space 61 is formed between the movable member 64 and the fixed member 63, and the movable members 64 on the two movable frames 54 are located at different sides of the spacing space 61.
Referring to fig. 10 and 11, one working assembly 7 is provided on each mounting plate 52, the working assembly 7 including an extension 71 and a table 72; the extension piece 71 extends above the movable frame 54, in this embodiment, the extension piece 71 includes two support rods 711, the support rods 711 are "H" shaped steel, the length direction of the support rods 711 is consistent with the length direction of the limit rods 631, one support rod 711 is integrally connected with one limit rod 631, and one end of the support rod 711 away from the mounting plate 52 extends to the winding position of the partial frame 021; in other embodiments, the extension member 71 is not connected to the limiting member 6, and the extension member 71 is directly connected to the mounting plate 52, but the working members 7 on adjacent movable frames 54 need to be located on different sides of the limiting space 61 in the distribution direction of the two movable frames 54, and it is required to ensure that the movable members 64 and the working members 7 are located on different sides of the limiting space 61 on the same movable frame 54.
Referring to fig. 11, a ladder 712 is provided on the extension member 71, the ladder 712 is distributed along the extension direction of the extension member 71, the ladder 712 is welded between the two support rods 711, and for easy climbing, the ladder 712 is arranged downward on the limit rods 631; the extension piece 71 is provided with a protective fence 713, the protective fence 713 is arranged outside the crawling ladder 712 in a surrounding mode, the protective fence 713 is used for protecting climbing constructors, the protective fence 713 is welded with the support rod 711, and the limiting rod 631 is also welded with the protective fence 713 according to requirements; in other embodiments, a cat ladder 712 is not included and the constructor additionally builds up the ladder to climb.
Referring to fig. 10 and 11, the extending member 71 is provided with a workbench 72, in this embodiment, since the upper chord, the middle chord and the lower chord of the local framework 021 need to be assembled and connected, and a constructor can directly stand on the mounting plate 52 to assemble the lower chord of the local framework 021, two stages of the workbench 72 need to be provided on one extending member 71, and the two workbench 72 are respectively located at the middle chord and the upper chord of the local framework 021; in other embodiments, the number of stations 72 is determined according to specific needs.
Referring to fig. 11, the work table 72 is located at one side of the two extension pieces 71 close to each other, and a through hole 7131 is formed at one side of the protective fence 713 close to the work table 72 for a constructor to ascend the work table 72; the work tables 72 on the two movable frames 54 extend towards the directions approaching each other, and the extension length of the work tables 72 is determined according to the requirements; a working table 72 on each movable frame 54 is connected to a supporting rod 711 closest to the other movable frame 54 on the movable frame 54, and the working table 72 is detachably connected with the supporting rod 711 through bolts and nuts; the support members 73 are arranged below the workbench 72, in the embodiment, two support members 73 are arranged, the support members 73 are steel, the support members 73 are obliquely arranged, one end of each support member 73 is detachably connected with the support rod 711 through bolts and nuts, and the other end of each support member 73 is detachably connected with the workbench 72 through bolts and nuts; a protective fence 74 is arranged on the upper surface of the workbench 72, and the protective fence 74 is welded with the workbench 72.
The implementation principle of the embodiment 2 is as follows: when the partial frameworks 021 are required to be assembled, two sections of partial frameworks 021 are inserted into a limiting space 61 respectively, constructors can stand on the mounting plate 52 to splice the lower chord of the partial frameworks 021, and climb the workbench 72 through the ladder stand 712 to splice the upper chord and the middle chord of the partial frameworks 021; the work tables 72 are respectively positioned at two sides of the limiting space 61, so that constructors can conveniently connect two sides of the local framework 021 at the same time; when the partial frame 021 is required to be removed, the movable frame 54 can be taken out from below the partial frame 021 by only rotating the movable member 64 to the open state; the ladder 712 is connected between the two support bars 711, i.e. provides a climbing structure for the constructor, and also functions to strengthen the extension 71.
Example 3
The difference between this embodiment and embodiment 2 is that the structure of the movable member 64 is different, the connection mode between the movable member 64 and the mounting plate 52 is different, and the limiting assembly 6 further includes a blocking plate 65; the number and structure of the work tables 72 are different, the work tables 72 are connected with the extension piece 71 in different manners, and the driving assembly 8 is further included.
Referring to fig. 12, in the present embodiment, the movable member 64 has the same structure as the fixed member 63, and the movable member 64 also includes two stop rods 631, the stop rods 631 are shaped steel, and the two stop rods 631 are detachably connected to the mounting plate 52 through the triangular support 66; in other embodiments, the moveable member 64 includes only one stop lever 631.
Referring to fig. 12, the limiting assembly 6 further includes a blocking plate 65, in the same limiting assembly 6, a rectangular plate-shaped blocking plate 65 is disposed on one side of the fixed member 63 and the movable member 64, which are close to each other, and the fixed member 63 and the movable member 64 are welded to the blocking plate 65, and the blocking plate 65 disposed on the fixed member 63 extends to one end of the extending member 71, which is far from the mounting plate 52; the blocking plate 65 is used for blocking the hollow parts of the fixed part 63 and the movable part 64, so that the possibility that the section steel at the cut-off part of the partial frame 021 is inserted into the hollow part of the fixed part 63 or the movable part 64 is reduced in the process that the partial frame 021 is inserted into the limit space 61, and the process that the partial frame 021 is inserted into the limit space 61 is smoother.
Referring to fig. 12 and 13, the table 72 is provided with one, in this embodiment, the table 72 is a telescopic table, the telescopic direction of the table 72 coincides with the distribution direction of the two movable frames 54, and the table 72 on each extension 71 protrudes toward the side away from the extension 71.
Referring to fig. 13, the table 72 includes a support 721 and a slide table 722, the slide table 722 slides on the support 721, and the sliding direction of the slide table 722 is the expansion and contraction direction of the table 72; the support base 721 includes a support rod 7211 and a support plate 7212, the support rod 7211 is hollow square steel, the support plate 7212 is steel plate, the support plate 7212 is welded with one support rod 7211 on each side of the expansion and contraction direction of the table 72, and the length direction of the support rod 7211 is consistent with the expansion and contraction direction of the table 72.
Referring to fig. 12 and 13, the sliding table 722 includes a sliding bar 7221, a connecting bar 7222 and a sliding plate 7223, the sliding bar 7221 is square steel, the sliding plate 7223 is steel plate, two sliding bars 7221 are provided, one supporting bar 7211 is sleeved outside one sliding bar 7221, and the sliding bar 7221 slides in the supporting bar 7211; the connecting rod 7222 is positioned at one end of the sliding rod 7221 far from the extension piece 71, and two ends of the connecting rod 7222 are respectively welded with one sliding rod 7221 vertically; the sliding plate 7223 is positioned above the supporting plate 7212, one end of the sliding plate 7223 is welded with the connecting rod 7222, and the other end is placed on the supporting plate 7212; the end of the sliding plate 7223 remote from the connecting rod 7222 is provided with an inclined surface 7224, the inclined surface 7224 is inclined towards the side remote from the connecting rod 7222 along the top-to-bottom direction, and the existence of the inclined surface 7224 reduces the possibility that the overlapping part of the supporting plate 7212 and the sliding plate 7223 will trip over a constructor.
Referring to fig. 13, a limiting member is provided on the table 72, and when the table 72 is extended to a specified length, the limiting member is used for limiting the expansion degree of the table 72, and the limiting member is a bolt, a nut or a pin; in other embodiments, the support table 721 and the sliding table 722 are rectangular plates, the support table 721 is sleeved outside the sliding table 722, and the sliding table 722 slides in the support table 721, so as to realize expansion and contraction of the working table 72; to accommodate the scalability of the table 72, the guard rail 74 on the table 72 is also scalable, with the guard rail 74 telescoping by means of a loop bar.
Referring to fig. 13 and 14, the table 72 slides on the extension 71, the sliding direction of the table 72 is identical to the length direction of the extension 71, a support 73 is provided below the table 72, the support 73 is a steel plate having a certain thickness, the support 73 is inclined, one end of the support 73 is welded with the support plate 7212, and the other end slides along the length direction of the extension 71; the end of the extension piece 71 far away from the mounting plate 52 is provided with a driving component 8, in this embodiment, the driving component 8 is a winch, the driving component 8 is detachably connected with a supporting rod 711 near the workbench 72 through a screw, a steel cable extends from the driving component 8, and the movable end of the steel cable is connected with a supporting table 721; in other embodiments, the driving assembly 8 is an oil cylinder, and a piston rod of the driving assembly 8 is connected to the support base 721.
In order to realize the sliding of the table 72, the present embodiment provides a sliding manner.
Referring to fig. 14, the supporting bar 711 is an "H" shaped steel, the supporting bar 711 includes a connecting beam 7111 and two straight plates 7112, and both ends of the connecting beam 7111 are integrally connected with one straight plate 7112 respectively; on both sides of the length direction of the connecting beam 7111, a notch 7113 is formed by the surrounding of the straight plate 7112, and the distribution direction of the two notches 7113 on each supporting rod 711 is consistent with the distribution direction of the two movable frames 54; in the two support rods 711 on the two movable frames 54, which are close to each other, each support rod 711 is connected with a workbench 72 in a sliding manner, two straight plates 7112 included in the support rod 711 connected with the workbench 72 are provided with long sliding grooves 7114, the length direction of each sliding groove 7114 is consistent with the length direction of each support rod 711, each sliding groove 7114 is positioned on one side of a connecting beam 7111 close to the workbench 72, and each sliding groove 7114 is communicated with a notch 7113 on the same side; one side of the chute 7114 away from the connecting beam 7111 is provided with a plurality of cylindrical reinforcing members 7115, the plurality of reinforcing members 7115 are distributed along the length direction of the chute 7114, and both ends of the reinforcing members 7115 are welded with the straight plate 7112.
Referring to fig. 13 and 14, a sliding assembly 9 is provided at one end of the support base 721 near the extension member 71 and one end of the support member 73 near the extension member 71, and the sliding assembly 9 includes a connecting seat 91, a wheel axle 92 and an abutment wheel 93; the two connecting seats 91 are arranged, the two connecting seats 91 are positioned at two sides of the supporting rod 711, a cylindrical rod-shaped wheel axle 92 is arranged between the two connecting seats 91, the wheel axle 92 simultaneously passes through two sliding grooves 7114, two ends of the wheel axle 92 are respectively welded with one connecting seat 91, and the wheel axle 92 slides in the sliding grooves 7114; the abutment wheel 93 is coaxially and rotatably connected to the wheel shaft 92 through a bearing, the wheel surface of the abutment wheel 93 is embedded into the notch 7113 and is abutted against the connecting beam 7111, and gaps are reserved between the abutment wheel 93 and the supporting table 721 and between the abutment wheel 93 and the supporting member 73, and are used for avoiding the reinforcing member 7115; in other embodiments, a dovetail groove may be formed on the support bar 711, and a dovetail block may be formed on the table 72, so that the table 72 slides on the support bar 711 through sliding of the dovetail block in the dovetail groove.
The implementation principle of the embodiment 3 is as follows: the workbench 72 is driven to slide up and down through the driving component 8, so that constructors can conveniently adjust the height of the workbench 72 according to specific construction needs, when the workbench 72 slides, the workbench 72 is retracted to the shortest state, the workbench 72 is conveniently pulled by the driving component 8, and when construction is needed, the workbench 72 only needs to be stretched, and a larger construction platform can be provided for the constructors.
The above embodiments are not intended to limit the scope of the present application, so: all equivalent changes in structure, shape and principle of the application should be covered in the scope of protection of the application.

Claims (3)

1. A steel frame hoisting process is characterized by comprising the following steps:
s1, cutting a steel frame: cutting the steel framework into a plurality of sections of partial frameworks;
s2, assembling a steel framework:
s21, lifting a section of local framework, and installing the local framework on lifting equipment, wherein the lifting equipment is positioned in a region where the steel framework is to be installed;
s22, lifting the rest partial frameworks, and splicing and connecting the rest partial frameworks with the partial frameworks on the lifting equipment until all the partial frameworks are spliced into a complete steel framework;
s3, hoisting a steel frame: adjusting the position of the steel framework, and hoisting the steel framework at the installation position;
s4, continuously hoisting: repeating the steps S1 to S3, and hoisting all the steel frameworks at the respective installation positions;
s5, fixing a steel framework: disassembling the hoisting equipment, and connecting a plurality of steel frameworks with each other by using parts of the hoisting equipment;
operating the steel framework by adopting hoisting equipment and auxiliary devices;
the lifting device comprises:
a support (1);
A lifting part (2), wherein the lifting part (2) is arranged on the supporting part (1);
a guide rail (4), along which guide rail (4) the support (1) moves;
the auxiliary device comprises two movable frames (54), the distribution direction of the movable frames (54) is consistent with the length direction of the steel framework (02) after being installed, and the movable frames (54) are detachably connected with each other; each movable frame (54) is fixedly provided with a mounting plate (52), the mounting plates (52) on the two movable frames (54) can be spliced into a larger plate, and the two mounting plates (52) are detachably connected;
each movable frame (54) is provided with a limiting component (6), the limiting components (6) are arranged on the mounting plate (52), and the distribution direction of the limiting components (6) on the whole frame body (5) is consistent with the distribution direction of the movable frames (54);
the limiting assembly (6) comprises a fixed part (63) and a movable part (64), and in one limiting assembly (6), the distribution direction of the movable part (64) and the fixed part (63) is perpendicular to the distribution direction of the two movable frames (54); the fixing piece (63) comprises two limiting rods (631), the distribution direction of the two limiting rods (631) is consistent with the distribution direction of the two movable frames (54), the length direction of the limiting rods (631) is arranged along the vertical direction, and each limiting rod (631) is detachably connected with the mounting plate (52);
The movable piece (64) is a rectangular frame, two fixed seats (521) are welded on each mounting plate (52), the distribution direction of the fixed seats (521) is consistent with that of the movable frame (54), the movable piece (64) is positioned between the two fixed seats (521) on the same movable frame (54), the movable piece (64) is hinged with the fixed seats (521), and the hinge axis of the movable piece (64) is consistent with that of the fixed seats (521); each fixed seat (521) is provided with a positioning pin (5211) for limiting the movable piece (64); when the positioning pin (5211) fixes the movable piece (64), the movable piece (64) is perpendicular to the mounting plate (52), a limiting space (61) is formed between the movable piece (64) and the fixed piece (63), and the movable pieces (64) on the two movable frames (54) are located on different sides of the limiting space (61).
2. A steel frame lifting process according to claim 1, characterized in that each mounting plate (52) is provided with a working assembly (7), the working assembly (7) comprising an extension (71) and a work table (72); the extension piece (71) extends to the upper part of the movable frame (54);
the extension piece (71) is provided with a ladder stand (712), the ladder stands (712) are distributed along the extension direction of the extension piece (71), and the ladder stand (712) is welded between the two support rods (711); the extension piece (71) is provided with a protective fence (713);
Two stages of working tables (72) are arranged on one extension piece (71), the two working tables (72) are respectively positioned at the middle chord position and the upper chord position of the local framework (021), and the working tables (72) are telescopic working tables.
3. A steel frame lifting process according to claim 2, further comprising a driving assembly (8), the table (72) sliding along the extension direction of the extension member (71), the driving assembly (8) being adapted to drive the table (72) to slide.
CN202111354281.7A 2021-11-16 2021-11-16 Steel framework hoisting process, hoisting equipment and auxiliary device Active CN114104939B (en)

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103669885A (en) * 2013-12-12 2014-03-26 上海通用金属结构工程有限公司 Segmental hoisting process of ultra-large-span steel truss
JP2014189348A (en) * 2013-03-26 2014-10-06 Fujitec Co Ltd Renewal method for passenger conveyor and carrier used for method
WO2017121315A1 (en) * 2016-01-12 2017-07-20 广州机施建设集团有限公司 Construction method for building truss and floor slab
CN110259145A (en) * 2019-06-28 2019-09-20 中冶建工集团有限公司 A kind of arch tubular truss rapid constructing method
CN111980417A (en) * 2020-08-20 2020-11-24 广州珠江建设发展有限公司 Roof truss modular pre-assembling and folding construction method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014189348A (en) * 2013-03-26 2014-10-06 Fujitec Co Ltd Renewal method for passenger conveyor and carrier used for method
CN103669885A (en) * 2013-12-12 2014-03-26 上海通用金属结构工程有限公司 Segmental hoisting process of ultra-large-span steel truss
WO2017121315A1 (en) * 2016-01-12 2017-07-20 广州机施建设集团有限公司 Construction method for building truss and floor slab
CN110259145A (en) * 2019-06-28 2019-09-20 中冶建工集团有限公司 A kind of arch tubular truss rapid constructing method
CN111980417A (en) * 2020-08-20 2020-11-24 广州珠江建设发展有限公司 Roof truss modular pre-assembling and folding construction method

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