CN111980391A - Integral hoisting platform and building method of building outer facade construction platform - Google Patents

Integral hoisting platform and building method of building outer facade construction platform Download PDF

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Publication number
CN111980391A
CN111980391A CN202010859882.2A CN202010859882A CN111980391A CN 111980391 A CN111980391 A CN 111980391A CN 202010859882 A CN202010859882 A CN 202010859882A CN 111980391 A CN111980391 A CN 111980391A
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CN
China
Prior art keywords
steel frame
arm
platform
construction
lifting
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Pending
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CN202010859882.2A
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Chinese (zh)
Inventor
杜福祥
任志平
王荔
侯春明
赵长江
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China Construction Third Engineering Bureau Co Ltd
China Construction Third Engineering Bureau Sichuan Construction Equipment Co Ltd
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China Construction Third Engineering Bureau Co Ltd
China Construction Third Engineering Bureau Sichuan Construction Equipment Co Ltd
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Application filed by China Construction Third Engineering Bureau Co Ltd, China Construction Third Engineering Bureau Sichuan Construction Equipment Co Ltd filed Critical China Construction Third Engineering Bureau Co Ltd
Priority to CN202010859882.2A priority Critical patent/CN111980391A/en
Publication of CN111980391A publication Critical patent/CN111980391A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G3/30Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G3/30Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
    • E04G3/32Hoisting devices; Safety devices
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G3/34Mobile scaffolds; Scaffolds with mobile platforms characterised by supporting structures provided on the roofs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G2003/286Mobile scaffolds; Scaffolds with mobile platforms mobile vertically

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

Abstract

The invention discloses an integral hoisting platform, which utilizes an electric hanging basket as a construction platform main body, can realize extension through a suspension arm, and can adjust the distance between the electric hanging basket and a building vertical surface, so that the electric hanging basket can be installed at one time by using the building vertical surface with a structure without dimension, and the electric hanging basket can be used in various different structural shapes, thereby having simple construction, short period and cost saving. According to the building outer facade construction platform building method, the building outer facade construction platform can be built quickly, the building outer facade construction platform building method is suitable for being applied to various building outer facade structures, the construction period is short, the cost is low, the transfer speed is high, and more construction requirements can be met.

Description

Integral hoisting platform and building method of building outer facade construction platform
Technical Field
The invention belongs to the technical field of building construction machinery, and particularly relates to an integral hoisting platform and a building method of a building outer facade construction platform.
Background
Along with the rapid development of the building industry, the architectural decoration styles are more various, the outer vertical surface is more complex in shape, and the indoor hollow structures are increasingly increased, such as a cantilever platform protruding outwards from the vertical surface of a building. A hanging basket is usually adopted as a construction platform in the curtain wall and decoration construction of the outer vertical surface. The existing common hanging basket has more balance weights, generally adopts an externally hung fixed installation mode, and is difficult to move after installation. Once a building with a complex facade model needs to install and detach the hanging basket for many times, the construction investment is large, the construction period is long, and other working procedures are affected.
Disclosure of Invention
The invention provides an integral hoisting platform and a building outer vertical face construction platform construction method, which aim to solve the problem that the existing common hanging basket is difficult to move and the problem in the background technology.
The technical scheme of the invention is as follows: an integral hoisting platform comprises a steel frame, wherein a telescopic hoisting system is arranged on the steel frame; the telescopic lifting system comprises a lifting arm and a telescopic mechanism, wherein the lifting arm is arranged on the steel frame through the telescopic mechanism, and the telescopic mechanism is used for realizing that the lifting arm horizontally and automatically extends towards the direction far away from the steel frame or horizontally and automatically retracts towards the steel frame; the electric hanging basket is arranged at the end of the suspension arm far away from the steel frame.
Further: the telescopic mechanism comprises a supporting box body, and a plurality of supporting components are arranged in the supporting box body; each support assembly comprises a support rod and a support pulley, and the support pulley is rotatably connected with the support rod or the support box body; the suspension arm and the support box body are supported in a rolling mode through the support assembly and the support pulley, so that the suspension arm can horizontally slide along the support box body in a reciprocating mode; a driving motor is further installed in the supporting box body, a driving gear is coaxially and fixedly sleeved on an output shaft of the driving motor, and the driving gear is meshed with the suspension arm; when the driving motor drives the driving gear to rotate, the suspension arm is driven by the driving gear to slide back and forth along the supporting box body.
Further: two sets of hoisting systems are arranged on the steel frame, and two suspension arms of the two sets of hoisting systems are parallel to each other; and the end of each suspension arm is provided with a sling, and the electric hanging basket is horizontally hung on the suspension arms through the slings on the two suspension arms.
Further: the suspension arm comprises a main arm and an auxiliary arm, and the main arm is connected with the auxiliary arm in a sliding manner; the main arm is positioned at one side close to the steel frame and is supported with the supporting box body in a rolling way, and the auxiliary arm is positioned at one side close to the electric hanging basket; and the main arm and the auxiliary arm are both provided with limiting holes, and relative sliding of the main arm and the auxiliary arm can be locked by utilizing bolts through the limiting holes.
Further: the bottom of the steel frame is vertically provided with an adjustable base support, and the steel frame is integrally lifted or lowered through the adjustable base support.
Further: the steel frame is provided with an adjustable top support, and the steel frame is lifted through the adjustable top support to realize physical hard contact with the roof surface.
Further: and an electric roller is arranged at the bottom of the steel frame.
A building method of a building facade construction platform is characterized in that the integral hoisting platform as claimed in claim 6 is applied, and the construction method comprises the following specific construction steps:
the method comprises the following steps: a construction plan is formulated, the integral length of the suspension arm is designed according to the structural size of the projecting integral floor of the high-rise building, the electric hanging basket hung by the auxiliary arm can be enabled to extend to the structural position of the projecting integral floor of the high-rise building, and the structural size and the strength of the integral lifting platform can meet the design requirements and the construction safety specification requirements;
step two: after the automatic lifting platform is disassembled into parts, the parts are installed in the floor of the roof in any construction section area of a high-rise building through a construction elevator or a tower crane, and the floor is required to be provided with a floor surface and a roof surface so as to enable a top support of the automatic lifting platform to be in physical hard contact with the roof surface;
step three: the position of the fixed steel frame of adjustment earlier, then fixed steel frame, but install automatic handling platform according to following order again: positioning a steel frame on the floor surface → supporting by rotating an adjustable base to enable the steel frame to be separated from the floor surface → rotating the adjustable top support to enable the adjustable top support to extend upwards and be abutted against the floor surface so as to realize physical contact between the steel frame and the floor surface → installing a counterweight frame on the steel frame, placing a counterweight support plate on the counterweight frame according to the design requirement → installing two sets of telescopic hoisting systems on the steel frame by a hoist, penetrating through limiting holes on a main arm and a couch pen by using bolts to complete the relative position fixing of the main arm and an auxiliary arm → hoisting an electric hanging basket to the lower part of the two sets of telescopic hoisting systems by using a tower crane, and horizontally hanging the electric hanging basket to the two sets of telescopic hoisting systems by using a lifting lug and a sling;
step four: lifting and debugging the electric hanging basket which is not loaded with goods, then completing synchronous debugging of a telescopic lifting system and telescopic testing of a suspension arm; loading goods on the electric hanging basket step by step, recording the descending value and the state of the electric hanging basket when the goods are added each time, and completing the integrity test;
step five: after the fourth step is finished, namely a construction platform is built on the outer vertical surface of the non-standard layer of the high-rise building, the construction platform can be stretched forwards or backwards through the suspension arm of the telescopic lifting system so as to realize the distance adjustment between the construction platform and the outer vertical surface of the building and meet the construction requirements of the outer vertical surface of the non-standard layer of the building.
Has the advantages that:
1. this scheme provides a but whole handling platform utilizes electronic hanging flower basket as the construction platform main part to can realize stretching out and drawing back through the davit, adjust the distance between electronic hanging flower basket and the building facade, make electronic hanging flower basket can use the building facade without size structure, once install, use the use of multiple different structural shapes, the construction is simple, the cycle is short, practices thrift the cost.
2. The steel frame is supported and supported by the adjustable base and the adjustable top support, can be stably installed on the roof, can also be stable on the middle floor, and is used as a combination for stabilizing the single steel frame; meanwhile, a counterweight frame and a counterweight bearing plate can be added as an aid, so that the overall stability of the lifting platform is enhanced, and the safety is improved;
3. when the lifting platform is not used, the telescopic suspension arm is contracted, and the adjustable base support and the adjustable top support are loosened, so that the whole floor area can be reduced, and the lifting platform is convenient to store;
4. the movement of the whole automatic lifting platform can be realized through the electric roller;
5. before the automatic lifting platform is used, the length of the telescopic suspension arm can be adjusted and fixed according to the actual situation on site so as to meet the construction requirements of structures with different cantilever lengths;
6. according to the building facade construction platform building method, the building facade construction platform can be built quickly, the horizontal distance between the construction platform and the building facade can be adjusted according to construction needs under the condition that equipment is not disassembled and assembled again, the construction platform can move up and down simultaneously, the building facade construction platform building method is suitable for being applied to construction of various building facade structures, is short in construction period, low in cost and high in transfer speed, and can meet more construction requirements.
Drawings
FIG. 1 is a schematic perspective view of a lifting platform according to the present invention;
fig. 2 is a schematic front view of the structure of fig. 1.
Detailed Description
The invention is further illustrated by the following examples in conjunction with the accompanying drawings:
as shown in fig. 1 and 2, the invention discloses an integral lifting platform, which comprises a steel frame 1. A steel frame 1 is used as a support body, a roller driving motor 2a is installed in the steel frame 1, and an electric roller 2 is installed at the bottom of the steel frame 1. The roller driving motor 2a is a part of the electric roller 2, and the roller driving motor 2a drives the electric roller 2 to move so as to move the steel frame 1.
The steel frame 1 is provided with the counterweight frame 3, the counterweight frame 3 can be provided with the counterweight bearing plate 4, and the counterweight bearing plate 4 is arranged on the counterweight frame 3 in this embodiment, so that the stability of the steel frame 1 is improved. The bottom of the counterweight frame 3 is also provided with an adjustable base support 5. The adjustable base support 5 is arranged vertically, and the adjustable base support 5 is in threaded connection with the steel frame 1. When the steel frame 1 is supported on the floor surface by the adjustable base support 5, the steel frame 1 can be integrally raised or lowered by rotating the adjustable base support 5.
Be equipped with adjustable shore 6 on the steel frame 1, adjustable shore 6 is connected with steel frame 1 through adjusting nut 7, specifically is: adjusting nut 7 rotates with steel frame 1 to be connected, adjustable shore 6 and adjusting nut 7 threaded connection to adjustable shore 6 is vertical to be set up. The supporting height of the adjustable top support 6 can be adjusted through the adjusting nut 7. As shown in fig. 2, the adjustable shores 6 are raised upward to be in physical hard contact with the roof surface, thus achieving physical hard contact of the steel frame 1 with the roof surface. Through adjustable base support 5 and adjustable shore 6 to steel frame 1's combined action, mutually support, and then make steel frame 1 can be very stable receive the roof face and the effect on floor ground support. It should be noted that: the mounting structure of the adjustable base support 5 and the adjustable top support 6 may be the same, which in this case, although named differently, serve substantially the same function, but stably support the steel frame 1 in different directions.
A telescopic hoisting system is arranged on the steel frame 1; the telescopic lifting system comprises a lifting arm 8 and a telescopic mechanism 9, wherein the lifting arm 8 is arranged on the steel frame 1 through the telescopic mechanism 9, and the telescopic mechanism 9 is used for realizing that the lifting arm 8 horizontally and automatically extends towards the direction far away from the steel frame 1 or horizontally and automatically retracts towards the steel frame 1; the electric hanging basket is arranged at the end of the suspension arm 8 far away from the steel frame 1.
The telescopic mechanism 9 comprises a supporting box body 91, and a plurality of supporting components are arranged in the supporting box body 91; each support component comprises a support rod 93 and a support pulley 92, and the support pulley 92 is rotatably connected with the support rod 93 or the support box body 91; the suspension arm 8 and the supporting box 91 are supported in a rolling way through a supporting pulley 92 through a supporting component, so that the suspension arm 8 can horizontally slide back and forth along the supporting box 91; a driving motor 94 is further installed in the supporting box 91, a driving gear 95 is coaxially and fixedly sleeved on an output shaft of the driving motor 94, and the driving gear 95 is meshed with the suspension arm 8; when the driving gear 95 is driven by the driving motor 94 to rotate, the suspension arm 8 is driven by the driving gear 95 to slide back and forth along the support box 91.
It should be noted that: the engagement of the driving gear 95 with the boom 8 can be achieved by directly forming a rack 96 on the boom 8, as shown in fig. 2, or by additionally forming the rack 96 on the boom 8.
In the optimized embodiment: two sets of hoisting systems are arranged on the steel frame 1, and two suspension arms 8 of the two sets of hoisting systems are parallel to each other; a lifting lug 12 is arranged at the end of each suspension arm 8, a sling 10 is arranged on the lifting lug 12, and the electric hanging basket is horizontally hung on the suspension arms 8 through the slings 10 on the two suspension arms 8.
The suspension arm 8 comprises a main arm 81 and an auxiliary arm 82, wherein the main arm 81 is connected with the auxiliary arm 82 in a sliding manner; the main arm 81 is positioned at one side close to the steel frame 1 and is supported with the supporting box 91 in a rolling way, and the auxiliary arm 82 is positioned at one side close to the electric basket; limiting holes 83 are formed in the main arm 81 and the auxiliary arm 82, and relative sliding of the main arm 81 and the auxiliary arm 82 can be locked through the limiting holes 83 by using bolts. In the model selection, the main arm 81 and the sub-arm 82 both rotate as a rectangular tube in this case. It should be noted that: instead of providing only one secondary arm 82 on the main arm 81, a plurality of nested secondary arms 82 can be provided, which greatly increases the overall length of the boom 8.
The electric hanging basket in the scheme is a construction machine commonly used in the prior art. The electric gondola comprises a cage 11a and a lifting device 11b fixed to the cage 11 a. The lifting cage 11a is arranged on the lifting lug 12 through the sling 10, the lifting lug 12 is arranged at the end of the auxiliary arm 82 far away from the main arm 81, the electric hanging basket can vertically move up and down through the lifting device 11b, the vertical movement function is completed by the electric hanging basket through the lifting device 11b, and the suspension arm 8 only provides a force acting point, namely a suspension point for the electric hanging basket.
The working principle of the lifting platform in the present case is described in the following specific implementation manner:
the lifting platform is firstly used, and if the lifting platform is used as a construction platform for a non-standard outer facade of a high-rise building, the construction platform is firstly built. The method for constructing the construction platform comprises the following steps:
the method comprises the following steps: a construction plan is made, the integral length of the suspension arm 8 is designed according to the structural size of the projecting integral floor of the high-rise building, the electric hanging basket hung by the auxiliary arm 82 can be enabled to extend to the structural position of the projecting integral floor of the high-rise building, and the structural size and the strength of the integral lifting platform can meet the design requirements and the construction safety standard requirements;
step two: after the automatic lifting platform is disassembled into parts, the parts are installed in the floor of the roof in any construction section area of a high-rise building through a construction elevator or a tower crane, and the floor is required to be provided with a floor surface and a roof surface so as to enable a top support of the automatic lifting platform to be in physical hard contact with the roof surface;
step three: the position of the fixed steel frame 1 of adjustment earlier, then fixed steel frame 1, but install automatic handling platform according to as following order again: positioning the steel frame 1 on the floor surface → supporting 5 by rotating the adjustable base to make the steel frame 1 separate from the floor surface → installing the counterweight frame 3 on the steel frame 1 by rotating the adjustable top support 6 to make the adjustable top support 6 extend upwards and abut against the floor surface, so as to realize the physical contact between the steel frame 1 and the floor surface → installing two sets of telescopic hoisting systems on the steel frame 1 by a hoist on the counterweight frame 3 according to the design requirement, penetrating through the limiting holes 83 on the main arm 81 and the couch pen by bolts to complete the relative position fixing of the main arm 81 and the auxiliary arm 82 → hoisting the electric hanging basket to the lower part of the two sets of telescopic hoisting systems by a tower crane, and horizontally hoisting the electric hanging basket to the two sets of telescopic hoisting systems by the lifting lugs 12 and the sling 10;
step four: lifting and debugging the electric hanging basket which is not loaded with goods, then completing synchronous debugging of the telescopic lifting system, and testing the telescopic of the suspension arm 8; loading goods on the electric hanging basket step by step, recording the descending value and the state of the electric hanging basket when the goods are added each time, and completing the integrity test;
step five: after the fourth step is finished, namely a construction platform is built on the outer vertical surface of the non-standard layer of the high-rise building, the construction platform can be stretched forwards or backwards through the suspension arm 8 of the telescopic lifting system so as to realize the distance adjustment between the construction platform and the outer vertical surface of the building and meet the construction requirements of the outer vertical surface of the non-standard layer of the building.
The construction platform is built, and the lifting platform can be used. Taking the floor plane where the lifting platform is installed as an example, the driving gear 95 is driven by the driving motor 94, then the lifting arm 8 is driven by the driving gear 95, the lifting arm 8 is driven to pull the electric hanging basket to move back and forth along the length direction of the lifting arm 8, and the distance between the electric hanging basket and the floor vertical surface can be adjusted, so that when a certain floor of a high-rise building protrudes out of the whole floor vertical surface, the electric hanging basket can be adjusted to adapt to the size of the balcony, the boss or the skirt building vertical surface which protrudes out through the lifting arm 8. Under the condition that the hoisting platform is not installed again, the electric hanging basket is used as the cross-vertical surface construction of the construction platform, and the construction process, time and cost are saved. The suspension height of the electric hanging basket is completed through the electric hanging basket, so that the details are not repeated in the scheme.
The above description is only exemplary of the present invention and should not be taken as limiting, and any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (8)

1. The utility model provides an integral hoisting platform which characterized in that: the device comprises a steel frame (1), wherein a telescopic hoisting system is arranged on the steel frame (1); the telescopic lifting system comprises a lifting arm (8) and a telescopic mechanism (9), wherein the lifting arm (8) is installed on the steel frame (1) through the telescopic mechanism (9), and the lifting arm (8) horizontally and automatically extends towards the direction far away from the steel frame (1) or horizontally and automatically retracts towards the steel frame (1) through the telescopic mechanism (9); the electric hanging basket is arranged at the end of the suspension arm (8) far away from the steel frame (1).
2. An integral handling platform as claimed in claim 1, wherein: the telescopic mechanism (9) comprises a supporting box body (91), and a plurality of supporting components are arranged in the supporting box body (91); each supporting component comprises a supporting rod (93) and a supporting pulley (92), and the supporting pulley (92) is rotatably connected with the supporting rod (93) or the supporting box body (91); the suspension arm (8) is supported by a support component and the support box body (91) in a rolling way through a support pulley (92) so as to realize that the suspension arm (8) can horizontally slide along the support box body (91) in a reciprocating way; a driving motor (94) is further installed in the supporting box body (91), a driving gear (95) is coaxially and fixedly sleeved on an output shaft of the driving motor (94), and the driving gear (95) is meshed with the suspension arm (8); when the driving gear (95) is driven to rotate by the driving motor (94), the suspension arm (8) is driven to slide back and forth along the supporting box body (91) through the driving gear (95).
3. An integral handling platform as claimed in claim 2, wherein: two sets of hoisting systems are arranged on the steel frame (1), and two hoisting arms (8) of the two sets of hoisting systems are parallel to each other; the end of each suspension arm (8) is provided with a sling (10) through a lifting lug (12), and the electric hanging basket is horizontally hung on the suspension arms (8) through the slings (10) on the two suspension arms (8).
4. An integral handling platform according to any one of claims 1 to 3, wherein: the suspension arm (8) comprises a main arm (81) and an auxiliary arm (82), and the main arm (81) is connected with the auxiliary arm (82) in a sliding mode; the main arm (81) is positioned at one side close to the steel frame (1) and is supported with the supporting box body (91) in a rolling way, and the auxiliary arm (82) is positioned at one side close to the electric hanging basket; the main arm (81) and the auxiliary arm (82) are both provided with limiting holes (83), and relative sliding of the main arm (81) and the auxiliary arm (82) can be locked by bolts through the limiting holes (83).
5. An integral handling platform as set forth in claim 4, wherein: the bottom of the steel frame (1) is vertically provided with an adjustable base support (5), and the steel frame (1) is integrally lifted or lowered through the adjustable base support (5).
6. An integral handling platform as set forth in claim 5, wherein: the adjustable top support (6) is arranged on the steel frame (1), and the steel frame (1) is in physical hard contact with the roof surface by ascending through the adjustable top support (6).
7. An integral handling platform as set forth in claim 6, wherein: and an electric roller (2) is arranged at the bottom of the steel frame (1).
8. A building method of a building facade construction platform is characterized in that the integral hoisting platform as claimed in claim 6 is applied, and the construction method comprises the following specific construction steps:
the method comprises the following steps: a construction plan is made, the overall length of the suspension arm (8) is designed according to the structural size of the projecting integral floor of the high-rise building, so that the electric hanging basket hung by the auxiliary arm (82) can extend to the structural position of the projecting integral floor of the high-rise building, and the structural size and the strength of the integral lifting platform can meet the design requirements and the construction safety specification requirements;
step two: after the automatic lifting platform is disassembled into parts, the parts are installed in the floor of the roof in any construction section area of a high-rise building through a construction elevator or a tower crane, and the floor is required to be provided with a floor surface and a roof surface so as to enable a top support of the automatic lifting platform to be in physical hard contact with the roof surface;
step three: the position of adjusting fixed steel frame (1) earlier, then fixed steel frame (1), but install automatic handling platform according to following order again: positioning the steel frame (1) on the floor surface → facilitating the steel frame (1) to be separated from the floor surface by rotating the adjustable base support (5) → enabling the adjustable top support (6) to extend upwards and abut against the floor surface by rotating the adjustable top support (6), so as to realize the physical contact between the steel frame (1) and the roof surface → the counterweight frame (3) is arranged on the steel frame (1), and the counterweight bearing plate (4) is placed on the counterweight frame (3) according to the design requirement → two sets of telescopic hoisting systems are installed on the steel frame (1) through the hoist, and a bolt penetrates through the main arm (81) and a limit hole (83) on the couch pen, so as to fix the relative position of the main arm (81) and the auxiliary arm (82) → use a tower crane to hoist the electric hanging basket to the lower part of the two sets of telescopic hoisting systems, then, horizontally suspending the electric hanging basket to two sets of telescopic lifting systems by using lifting lugs (12) and lifting ropes (10);
step four: lifting and debugging the electric hanging basket which is not loaded with goods, then completing synchronous debugging of the telescopic lifting system and telescopic testing of the suspension arm (8); loading goods on the electric hanging basket step by step, recording the descending value and the state of the electric hanging basket when the goods are added each time, and completing the integrity test;
step five: after the fourth step is finished, namely a construction platform is built on the outer vertical surface of the non-standard layer of the high-rise building, the construction platform can stretch forwards or backwards through a suspension arm (8) of the telescopic lifting system so as to realize the distance adjustment between the construction platform and the outer vertical surface of the building and meet the construction requirement of the outer vertical surface of the non-standard layer of the building.
CN202010859882.2A 2020-08-24 2020-08-24 Integral hoisting platform and building method of building outer facade construction platform Pending CN111980391A (en)

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112727052A (en) * 2021-01-05 2021-04-30 上海建工一建集团有限公司 Horizontal moving hanging basket
CN112942097A (en) * 2021-03-08 2021-06-11 洛阳理工学院 A remove gallows for building bridge railing construction
CN113073834A (en) * 2021-03-02 2021-07-06 湖北桓壹建设工程有限公司 Integral hoisting platform and building method of building outer facade construction platform
CN113323371A (en) * 2021-06-28 2021-08-31 苏雅拉图 Hanging flower basket for construction
CN113957796A (en) * 2021-10-13 2022-01-21 中建四局芜湖建设投资有限公司 Bridge attaches movable construction hanging flower basket
CN114033140A (en) * 2021-11-24 2022-02-11 上海建工集团股份有限公司 Overhanging two-section rotary type external wall construction platform
CN114293754A (en) * 2022-01-20 2022-04-08 李晓宇 Building curtain wall exterior wall decoration operation construction equipment

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CN204012480U (en) * 2014-07-23 2014-12-10 永州市三番机械制造有限公司 A kind of cable pulling hoisting machine
CN206859051U (en) * 2017-06-02 2018-01-09 武汉市市政建设集团有限公司 Hanging basket platform for bridge construction
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CN112727052A (en) * 2021-01-05 2021-04-30 上海建工一建集团有限公司 Horizontal moving hanging basket
CN113073834A (en) * 2021-03-02 2021-07-06 湖北桓壹建设工程有限公司 Integral hoisting platform and building method of building outer facade construction platform
CN112942097A (en) * 2021-03-08 2021-06-11 洛阳理工学院 A remove gallows for building bridge railing construction
CN113323371A (en) * 2021-06-28 2021-08-31 苏雅拉图 Hanging flower basket for construction
CN113957796A (en) * 2021-10-13 2022-01-21 中建四局芜湖建设投资有限公司 Bridge attaches movable construction hanging flower basket
CN114033140A (en) * 2021-11-24 2022-02-11 上海建工集团股份有限公司 Overhanging two-section rotary type external wall construction platform
CN114033140B (en) * 2021-11-24 2023-05-30 上海建工集团股份有限公司 Overhanging double-section rotary type outer wall construction platform
CN114293754A (en) * 2022-01-20 2022-04-08 李晓宇 Building curtain wall exterior wall decoration operation construction equipment

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