CN113802858A - Reverse hanging construction method for steel structure roof tile - Google Patents
Reverse hanging construction method for steel structure roof tile Download PDFInfo
- Publication number
- CN113802858A CN113802858A CN202111014852.2A CN202111014852A CN113802858A CN 113802858 A CN113802858 A CN 113802858A CN 202111014852 A CN202111014852 A CN 202111014852A CN 113802858 A CN113802858 A CN 113802858A
- Authority
- CN
- China
- Prior art keywords
- roof
- purline
- steel structure
- construction
- cage
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
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Classifications
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D15/00—Apparatus or tools for roof working
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D15/00—Apparatus or tools for roof working
- E04D15/04—Apparatus or tools for roof working for roof coverings comprising slabs, sheets or flexible material
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to a reverse hanging construction method of a steel structure roof tile, which comprises the following steps of 1, pressing and forming a roof ceiling board in a factory building; step 2, manufacturing a suspension cage; step 3, finishing the installation of the roof purline; step 4, locking the special suspension cage on the mounted purline during construction; and 5: the constructor pulls the hoisting bottom plate to the installation height through a fixed pulley rope by ground personnel in the suspension cage, and then fixes the roof bottom plate on the purline by the suspension cage personnel; and 6, completing the construction of the roof suspended ceiling plate by the sliding mode in the same way. According to the lifting cage and the operation method thereof, the problem that the steel structure roof tiles can be constructed and reversely lifted in the light steel structure industrial factory building without a portal crane is solved, and compared with the traditional construction mode of erecting a scaffold and fully laying and erecting the scaffold on the bottom surface, the construction period is greatly shortened, and the economic cost is reduced.
Description
Technical Field
The invention relates to the technical field of construction of steel structures, in particular to a reverse hoisting construction method for steel structure roof tiles.
Background
At present, according to the energy-saving requirement, most domestic industrial plants with light steel structures do not use a gantry crane, but according to the construction experience of the conventional steel structure roof ceiling tiles, a scaffold is erected on a travelling trolley of the gantry crane to finish the construction of the roof ceiling tiles through the travelling of the bridge crane, but the method needs the gantry crane, and the construction is difficult for the industrial plants with light steel structures without the gantry crane.
Disclosure of Invention
The invention aims to overcome the defects and provides a method for carrying out reverse hoisting operation on a construction steel structure roof tile in a light steel structure industrial factory building under the condition of no portal crane.
In order to achieve the above object, the present invention is realized by:
the reverse hanging construction method of the steel structure roof tile comprises
step 4, locking the special suspension cage on the mounted purline during construction;
and 5: the constructor pulls the hoisting bottom plate to the installation height through a fixed pulley rope by ground personnel in the suspension cage, and then fixes the roof bottom plate on the purline by the suspension cage personnel;
and 6, completing the construction of the roof suspended ceiling plate by the sliding mode in the same way.
According to the steel structure roof tile reverse-hanging construction method, the hanging cage comprises the operation platform, the ladder stand and the hanging arm, the operation platform and the hanging arm are respectively arranged at the top and the bottom of the ladder stand, the operation platform, the ladder stand and the hanging arm are all made of steel pipes, and the side projection of the hanging arm is the same as the section of the purline.
According to the lifting cage and the operation method thereof, the problem that the steel structure roof tiles can be constructed and reversely lifted in the light steel structure industrial factory building without a portal crane is solved, and compared with the traditional construction mode of erecting a scaffold and fully laying and erecting the scaffold on the bottom surface, the construction period is greatly shortened, and the economic cost is reduced.
Drawings
Fig. 1 is a schematic structural view of the suspension cage of the present invention.
Detailed Description
The invention is further illustrated by the following specific examples.
As shown in figure 1, the reverse hanging construction method of the steel structure roof tile comprises the following steps
step 4, buckling the special lifting cage lock 3 on the mounted purline during construction;
and 5: in the suspension cage 1, a constructor pulls the suspension bottom plate to the installation height through a fixed pulley rope by a ground operator, and then fixes the roof bottom plate on the purline by the suspension cage operator;
and 6, completing the construction of the roof suspended ceiling plate by the sliding mode in the same way.
According to the steel structure roof tile reverse-hanging construction method, the hanging cage comprises the operation platform, the ladder stand and the hanging arm, the operation platform and the hanging arm are respectively arranged at the top and the bottom of the ladder stand, the operation platform, the ladder stand and the hanging arm are all made of steel pipes, and the side projection of the hanging arm is the same as the section of the purline.
According to the lifting cage and the operation method thereof, the problem that the steel structure roof tiles can be constructed and reversely lifted in the light steel structure industrial factory building without a portal crane is solved, and compared with the traditional construction mode of erecting a scaffold and fully laying and erecting the scaffold on the bottom surface, the construction period is greatly shortened, and the economic cost is reduced.
Claims (2)
1. The steel structure roof tile reverse hanging construction method is characterized in that: comprises that
Step 1, pressing and forming a roof ceiling board in a factory building;
step 2, manufacturing a suspension cage;
step 3, finishing the installation of the roof purline;
step 4, locking the special suspension cage on the mounted purline during construction;
and 5: the constructor pulls the hoisting bottom plate to the installation height through a fixed pulley rope by ground personnel in the suspension cage, and then fixes the roof bottom plate on the purline by the suspension cage personnel;
and 6, completing the construction of the roof suspended ceiling plate by the sliding mode in the same way.
2. The steel structure roof tile reverse-hanging construction method as claimed in claim 1, wherein: the cage comprises an operating platform, a ladder stand and a suspension arm, wherein the operating platform and the suspension arm are respectively arranged at the top and the bottom of the ladder stand, the operating platform, the ladder stand and the suspension arm are all made of steel pipes, and the side projection of the suspension arm is the same as the section of a purline.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111014852.2A CN113802858A (en) | 2021-08-31 | 2021-08-31 | Reverse hanging construction method for steel structure roof tile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111014852.2A CN113802858A (en) | 2021-08-31 | 2021-08-31 | Reverse hanging construction method for steel structure roof tile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113802858A true CN113802858A (en) | 2021-12-17 |
Family
ID=78894430
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111014852.2A Pending CN113802858A (en) | 2021-08-31 | 2021-08-31 | Reverse hanging construction method for steel structure roof tile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113802858A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115387611A (en) * | 2022-09-30 | 2022-11-25 | 中国建筑第五工程局有限公司 | Construction method of 360-degree vertical rubber-sandwiched lockstitch light steel roof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2255468Y (en) * | 1996-05-23 | 1997-06-04 | 余鹏 | External hanging basket for building construction |
| CN105735624A (en) * | 2016-02-17 | 2016-07-06 | 浙江远大钢构实业有限公司 | Cage for installing roof ceiling sheet |
| CN105986664A (en) * | 2016-07-20 | 2016-10-05 | 中国建筑局（集团）有限公司 | Hanging basket and roof reverse-hanging plate work platform including same |
| CN108190808A (en) * | 2018-02-13 | 2018-06-22 | 黑龙江省建筑安装集团有限公司 | The anti-furred ceiling high-altitude slide apparatus of color steel and anti-ceiling construction engineering method |
| CN108468433A (en) * | 2018-04-12 | 2018-08-31 | 陈年康 | A kind of construction tool of workshop metal Roof inner panel |
-
2021
- 2021-08-31 CN CN202111014852.2A patent/CN113802858A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2255468Y (en) * | 1996-05-23 | 1997-06-04 | 余鹏 | External hanging basket for building construction |
| CN105735624A (en) * | 2016-02-17 | 2016-07-06 | 浙江远大钢构实业有限公司 | Cage for installing roof ceiling sheet |
| CN105986664A (en) * | 2016-07-20 | 2016-10-05 | 中国建筑局（集团）有限公司 | Hanging basket and roof reverse-hanging plate work platform including same |
| CN108190808A (en) * | 2018-02-13 | 2018-06-22 | 黑龙江省建筑安装集团有限公司 | The anti-furred ceiling high-altitude slide apparatus of color steel and anti-ceiling construction engineering method |
| CN108468433A (en) * | 2018-04-12 | 2018-08-31 | 陈年康 | A kind of construction tool of workshop metal Roof inner panel |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115387611A (en) * | 2022-09-30 | 2022-11-25 | 中国建筑第五工程局有限公司 | Construction method of 360-degree vertical rubber-sandwiched lockstitch light steel roof |
| CN115387611B (en) * | 2022-09-30 | 2023-10-20 | 中国建筑第五工程局有限公司 | Construction method of 360-degree vertical glue-clamping seam-locking light steel roof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20211217 |