CN113356556A - Steel structure-based counterweight-free hanging basket installation method - Google Patents
Steel structure-based counterweight-free hanging basket installation method Download PDFInfo
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- CN113356556A CN113356556A CN202110603634.6A CN202110603634A CN113356556A CN 113356556 A CN113356556 A CN 113356556A CN 202110603634 A CN202110603634 A CN 202110603634A CN 113356556 A CN113356556 A CN 113356556A
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- steel
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- hanging basket
- wire rope
- steel wire
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 116
- 239000010959 steel Substances 0.000 title claims abstract description 116
- 238000000034 method Methods 0.000 title claims abstract description 18
- 238000009434 installation Methods 0.000 title claims description 9
- 238000003466 welding Methods 0.000 claims abstract description 30
- 239000000725 suspension Substances 0.000 claims abstract description 23
- 230000007246 mechanism Effects 0.000 claims abstract description 11
- 239000003973 paint Substances 0.000 claims abstract description 10
- 239000011248 coating agent Substances 0.000 claims abstract description 4
- 238000000576 coating method Methods 0.000 claims abstract description 4
- 238000005553 drilling Methods 0.000 claims abstract description 4
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 4
- 239000002893 slag Substances 0.000 claims abstract description 4
- 230000004888 barrier function Effects 0.000 claims description 3
- 238000005260 corrosion Methods 0.000 claims description 3
- 238000005498 polishing Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 23
- 239000000463 material Substances 0.000 abstract description 8
- 230000002787 reinforcement Effects 0.000 abstract description 3
- 230000008569 process Effects 0.000 description 5
- 230000007547 defect Effects 0.000 description 1
- 230000004069 differentiation Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
- E04G3/32—Hoisting devices; Safety devices
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G3/34—Mobile scaffolds; Scaffolds with mobile platforms characterised by supporting structures provided on the roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/041—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffolds on roof frameworks or on roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/286—Mobile 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 relates to a method for installing a hanging basket without counterweight based on a steel structure; comprises positioning and paying off; welding a rectangular steel plate on the steel structure beam; drilling two bolt holes at proper positions on the side surface of the square steel; welding square steel; welding a stiffening steel plate; knocking out welding slag in time after welding is finished, and coating antirust paint; installing a hanging basket suspension mechanism; reinforcing the steel wire rope; mounting a suspension platform; installing a safety lock and a lifter; and (6) powering on for debugging. All the steel materials are connected by full welding, and the steel wire rope is used for secondary reinforcement, so that the steel wire rope is safe and reliable; compared with the prior art, the cost is saved, the operation is simple, a scaffold is not required to be erected, the balancing weight is not required to be installed, and the construction progress is accelerated.
Description
Technical Field
The invention relates to the technical field of steel structure construction, in particular to a method for installing a hanging basket without a balance weight based on a steel structure.
Background
Nowadays, people are more and more high to the aesthetic feeling of building, for making the building have aesthetic feeling and differentiation more, the designer often can design partial steel construction on the concrete roof to show the unique molding of building. Simultaneously, for making steel construction part more pleasing to the eye, avoid the steel and the different materials of outer curtain wall to demonstrate the sense of splitting in the vision and protect the steel not by erosion such as rainwater, the designer also can design the curtain on the steel construction.
In actual construction, a plurality of operation platforms can be used for constructing the outer curtain wall, such as scaffolds, construction hanging baskets and the like. For high-rise buildings, the construction period and the cost are comprehensively considered, and a construction hanging basket is often selected and used finally.
Each construction hanging basket comprises 2 hanging mechanisms, 1 hanging platform, a balance weight, a lifting machine, an electric box, an electric control system and other main parts. Wherein, the suspension platform is a suspension closed frame device which is provided with guardrails around and is used for bearing operating personnel and tools to carry out high-altitude operation; the suspension mechanism is a device which is erected above a building (structure) and suspends the platform through a steel wire rope; the counterweight generally adopts concrete blocks, and the counterweight of each construction hanging basket is generally more than 1000 kg.
When the outer curtain wall is constructed, the hanging mechanism is generally erected in a concrete roof or a floor, and when the curtain wall of a steel structure on the roof is constructed, the hanging basket hanging mechanism does not have a reliable supporting surface, so that the construction difficulty is high. In order to solve the problem, a full scaffold is erected on the roof in most projects and serves as an installation platform of the hanging basket. The self weight of the construction hanging basket, dynamic load generated in the construction process and top wind load of a high-rise building are large, so that when the scaffold is erected to be high, the bearing capacity and stability of the frame body are difficult to guarantee, the method has large requirements on materials such as steel pipes and scaffold boards, mechanical benches for hoisting the materials such as the steel pipes, the hanging basket and the balance weight are also large, the overall cost is high, and the safety is difficult to guarantee.
Disclosure of Invention
The invention aims to provide a method for mounting a construction hanging basket on a steel structure, aiming at the defects of the prior art.
In order to achieve the above object, the present invention is realized by:
a method for installing a hanging basket without counterweight based on steel structure includes
Step 1, positioning and paying off: determining the mounting positions of the front and rear supports of the hanging basket on the steel structure;
step 6, knocking out welding slag in time after welding is finished, and coating antirust paint;
step 7.1, inserting the front and rear supporting frames of the hanging basket into square steel, and connecting the square steel with the hanging basket supporting frames by using bolts;
step 7.2, adjusting a front telescopic frame of the suspension bracket to enable the lower side surface of the front beam to be slightly higher than the height of the steel structure (or other barriers);
and 7.3, adjusting the overhanging length of the extending end of the front beam of the hanging basket hanging mechanism. The distance between the front support and the rear support is adjusted to the maximum distance as far as possible under the condition that the field allows;
7.4, when the reinforced steel wire rope is tensioned, slightly tilting the front beam by 3-5 cm to generate prestress and improve the rigidity of the front beam;
7.5, sequentially clamping the rope clamps from the hoisting point, and slightly arching the steel wire rope between the last rope clamp and the previous rope clamp;
7.6, when the steel wire rope is vertically placed, freely coiling the steel wire rope, carefully drawing out the rope head and slowly sliding downwards along the wall, carefully separating and pressing the tangled rope after the steel wire rope is placed, and carefully coiling and tightly fastening redundant steel wire ropes on the ground;
step 9.1, selecting a flat terrace as an installation surface;
step 9.2, respectively assembling and preliminarily connecting the basic sections by using the bottom frame, the high handrail and the low handrail, and adjusting the high handrail and the low handrail to keep the basic sections on a straight line;
9.3, mounting the mounting frames of the hoists at the two ends to enable the safety lock support plate to face the outer side of the platform;
step 9.4, uniformly fastening all the connecting bolts after assembly;
step 10, installing a safety lock and a hoister: the safety lock and the hoister are respectively arranged in a safety lock bracket and a hoister support on the hoister mounting frames at the two ends of the suspension platform, and the swing arm roller faces the inner side of the platform when the safety lock is mounted;
step 11, installing an electric cabinet on a high handrail in the middle of the suspension platform, enabling an electric cabinet door to face the inner side of the suspension platform, and fixing the electric cabinet on a square pipe of the handrail; after the electric cabinet is installed and fixed, plug connectors of a power cable, a motor cable and a control switch cable are inserted into corresponding sockets at the lower end of the electric cabinet;
and step 12, powering on for debugging.
Compared with the prior art, the installation method has the following advantages:
1. compared with the prior art, the invention is safer and more reliable; all steel materials are connected by full welding, and simultaneously, the steel wire ropes are used for secondary reinforcement, so that the steel wire rope is safe and reliable.
2. Compared with the prior art, the invention greatly saves the cost; and a large amount of material cost of steel pipes, scaffold boards, balancing weights and the like and tower crane machine-class cost are saved.
3. Compared with the prior art, the method is simple to operate, a scaffold does not need to be erected, and a balancing weight does not need to be installed, so that the construction progress is greatly accelerated.
4. Compared with the prior art, the invention has wider application range; can meet the construction of steel structure curtain walls with various heights.
Drawings
FIG. 1 is a top view of the process of the construction method.
Fig. 2 is a front view of the process of the construction method.
FIG. 3 is a left side view of the process of the construction method.
Fig. 4 is a schematic view of the whole installation of the construction process.
In the figure: 1-hanging basket support, 2-square steel, 3-bolts, 4-stiffening plates, 5-rectangular steel plates, 6-welding seams, 7-steel structure beams, 8-steel wire ropes and 9-rope clamps.
Detailed Description
The invention is further illustrated by the following specific examples.
As shown in figures 1-4, a method for installing a hanging basket without counterweight based on a steel structure comprises
Step 1, positioning and paying off: determining the mounting positions of the front and rear supports of the hanging basket on the steel structure;
step 6, knocking out welding slag in time after welding is finished, and coating antirust paint;
step 7.1, inserting the front and rear supporting frames of the hanging basket into square steel, and connecting the square steel with the hanging basket supporting frames by using bolts;
step 7.2, adjusting a front telescopic frame of the suspension bracket to enable the lower side surface of the front beam to be slightly higher than the height of the steel structure (or other barriers);
and 7.3, adjusting the overhanging length of the extending end of the front beam of the hanging basket hanging mechanism. The distance between the front support and the rear support is adjusted to the maximum distance as far as possible under the condition that the field allows;
7.4, when the reinforced steel wire rope is tensioned, slightly tilting the front beam by 3-5 cm to generate prestress and improve the rigidity of the front beam;
7.5, sequentially clamping the rope clamps from the hoisting point, and slightly arching the steel wire rope between the last rope clamp and the previous rope clamp;
7.6, when the steel wire rope is vertically placed, freely coiling the steel wire rope, carefully drawing out the rope head and slowly sliding downwards along the wall, carefully separating and pressing the tangled rope after the steel wire rope is placed, and carefully coiling and tightly fastening redundant steel wire ropes on the ground;
step 9.1, selecting a flat terrace as an installation surface;
step 9.2, respectively assembling and preliminarily connecting the basic sections by using the bottom frame, the high handrail and the low handrail, and adjusting the high handrail and the low handrail to keep the basic sections on a straight line;
9.3, mounting the mounting frames of the hoists at the two ends to enable the safety lock support plate to face the outer side of the platform;
step 9.4, uniformly fastening all the connecting bolts after assembly;
step 10, installing a safety lock and a hoister: the safety lock and the hoister are respectively arranged in a safety lock bracket and a hoister support on the hoister mounting frames at the two ends of the suspension platform, and the swing arm roller faces the inner side of the platform when the safety lock is mounted;
step 11, installing an electric cabinet on a high handrail in the middle of the suspension platform, enabling an electric cabinet door to face the inner side of the suspension platform, and fixing the electric cabinet on a square pipe of the handrail; after the electric cabinet is installed and fixed, plug connectors of a power cable, a motor cable and a control switch cable are inserted into corresponding sockets at the lower end of the electric cabinet;
and step 12, powering on for debugging.
Compared with the prior art, the installation method has the following advantages:
1. compared with the prior art, the invention is safer and more reliable; all steel materials are connected by full welding, and simultaneously, the steel wire ropes are used for secondary reinforcement, so that the steel wire rope is safe and reliable.
2. Compared with the prior art, the invention greatly saves the cost; and a large amount of material cost of steel pipes, scaffold boards, balancing weights and the like and tower crane machine-class cost are saved.
3. Compared with the prior art, the method is simple to operate, a scaffold does not need to be erected, and a balancing weight does not need to be installed, so that the construction progress is greatly accelerated.
4. Compared with the prior art, the invention has wider application range; can meet the construction of steel structure curtain walls with various heights.
Claims (1)
1. A method for installing a hanging basket without a balance weight based on a steel structure is characterized in that: comprises that
Step 1, positioning and paying off: determining the mounting positions of the front and rear supports of the hanging basket on the steel structure;
step 2, welding the rectangular steel plate on the steel structure beam, polishing a contact surface, and if the anti-corrosion and fireproof paint is coated, removing the paint;
step 3, drilling two bolt holes at proper positions on the side surface of the square steel;
step 4, welding square steel: fully welding and connecting the square steel and the rectangular steel plate;
step 5, welding a stiffening steel plate: welding four triangular stiffening steel plates at the middle positions of four sides of square steel respectively, wherein the stiffening steel plates, the square steel and the rectangular steel plates are welded on two sides;
step 6, knocking out welding slag in time after welding is finished, and coating antirust paint;
step 7, installing a hanging basket suspension mechanism;
step 7.1, inserting the front and rear supporting frames of the hanging basket into square steel, and connecting the square steel with the hanging basket supporting frames by using bolts;
step 7.2, adjusting a front telescopic frame of the suspension bracket to enable the lower side surface of the front beam to be slightly higher than the height of the steel structure (or other barriers);
7.3, adjusting the overhanging length of the extending end of the front beam of the hanging basket hanging mechanism;
the distance between the front support and the rear support is adjusted to the maximum distance as far as possible under the condition that the field allows;
7.4, when the reinforced steel wire rope is tensioned, slightly tilting the front beam by 3-5 cm to generate prestress and improve the rigidity of the front beam;
7.5, sequentially clamping the rope clamps from the hoisting point, and slightly arching the steel wire rope between the last rope clamp and the previous rope clamp;
7.6, when the steel wire rope is vertically placed, freely coiling the steel wire rope, carefully drawing out the rope head and slowly sliding downwards along the wall, carefully separating and pressing the tangled rope after the steel wire rope is placed, and carefully coiling and tightly fastening redundant steel wire ropes on the ground;
step 8, reinforcing the steel wire rope: using a steel wire rope with the diameter of more than 14mm, and firmly connecting the hanging basket beam with the steel structure beam at the supporting position behind the hanging basket;
step 9, mounting a suspension platform;
step 9.1, selecting a flat terrace as an installation surface;
step 9.2, respectively assembling and preliminarily connecting the basic sections by using the bottom frame, the high handrail and the low handrail, and adjusting the high handrail and the low handrail to keep the basic sections on a straight line;
9.3, mounting the mounting frames of the hoists at the two ends to enable the safety lock support plate to face the outer side of the platform;
step 9.4, uniformly fastening all the connecting bolts after assembly;
step 10, installing a safety lock and a hoister: the safety lock and the hoister are respectively arranged in a safety lock bracket and a hoister support on the hoister mounting frames at the two ends of the suspension platform, and the swing arm roller faces the inner side of the platform when the safety lock is mounted;
step 11, installing an electric cabinet on a high handrail in the middle of the suspension platform, enabling an electric cabinet door to face the inner side of the suspension platform, and fixing the electric cabinet on a square pipe of the handrail; after the electric cabinet is installed and fixed, plug connectors of a power cable, a motor cable and a control switch cable are inserted into corresponding sockets at the lower end of the electric cabinet;
and step 12, powering on for debugging.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110603634.6A CN113356556A (en) | 2021-05-31 | 2021-05-31 | Steel structure-based counterweight-free hanging basket installation method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202110603634.6A CN113356556A (en) | 2021-05-31 | 2021-05-31 | Steel structure-based counterweight-free hanging basket installation method |
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| CN113356556A true CN113356556A (en) | 2021-09-07 |
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| CN202110603634.6A Pending CN113356556A (en) | 2021-05-31 | 2021-05-31 | Steel structure-based counterweight-free hanging basket installation method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114165039A (en) * | 2021-12-28 | 2022-03-11 | 南通大学 | Construction method of electric hanging basket |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03262869A (en) * | 1990-03-13 | 1991-11-22 | Yasuo Ishii | Work scaffolding |
| CN207194424U (en) * | 2017-08-11 | 2018-04-06 | 许全德 | One kind is without counterweight hanging basket |
| CN209443751U (en) * | 2018-12-26 | 2019-09-27 | 豪尔赛科技集团股份有限公司 | A kind of facade construct when with the matching used no balance weight hanging mechanism of hanging basket |
| CN209990118U (en) * | 2019-02-25 | 2020-01-24 | 青建集团股份公司 | Hanging basket counterweight-free fixing device for steel structure |
| CN211899582U (en) * | 2020-03-31 | 2020-11-10 | 陕西建工集团股份有限公司 | Hanging flower basket device is used in construction of roof steel construction platform glass curtain wall |
| CN211974274U (en) * | 2020-04-14 | 2020-11-20 | 深圳泛华工程集团有限公司 | No counter weight hanging flower basket structure for construction |
| CN112681714A (en) * | 2021-03-03 | 2021-04-20 | 中国建筑一局(集团)有限公司 | Construction method of steel wire rope lengthened rear support type hanging basket |
-
2021
- 2021-05-31 CN CN202110603634.6A patent/CN113356556A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03262869A (en) * | 1990-03-13 | 1991-11-22 | Yasuo Ishii | Work scaffolding |
| CN207194424U (en) * | 2017-08-11 | 2018-04-06 | 许全德 | One kind is without counterweight hanging basket |
| CN209443751U (en) * | 2018-12-26 | 2019-09-27 | 豪尔赛科技集团股份有限公司 | A kind of facade construct when with the matching used no balance weight hanging mechanism of hanging basket |
| CN209990118U (en) * | 2019-02-25 | 2020-01-24 | 青建集团股份公司 | Hanging basket counterweight-free fixing device for steel structure |
| CN211899582U (en) * | 2020-03-31 | 2020-11-10 | 陕西建工集团股份有限公司 | Hanging flower basket device is used in construction of roof steel construction platform glass curtain wall |
| CN211974274U (en) * | 2020-04-14 | 2020-11-20 | 深圳泛华工程集团有限公司 | No counter weight hanging flower basket structure for construction |
| CN112681714A (en) * | 2021-03-03 | 2021-04-20 | 中国建筑一局(集团)有限公司 | Construction method of steel wire rope lengthened rear support type hanging basket |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114165039A (en) * | 2021-12-28 | 2022-03-11 | 南通大学 | Construction method of electric hanging basket |
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Application publication date: 20210907 |
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