CN105113802B - Steel construction gate-type framed wall plane system modularization mounting process - Google Patents
Steel construction gate-type framed wall plane system modularization mounting process Download PDFInfo
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- CN105113802B CN105113802B CN201510526659.5A CN201510526659A CN105113802B CN 105113802 B CN105113802 B CN 105113802B CN 201510526659 A CN201510526659 A CN 201510526659A CN 105113802 B CN105113802 B CN 105113802B
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Abstract
Steel construction gate-type framed wall plane system modularization mounting process, column is divided into two row, is set a roof beam in place between two row columns with respect to installation one between two root posts, spacing is set by drawing between the adjacent two root posts of each column column, the spacing of adjacent upright posts is referred to as column spacing, the first step：First the window shelves of metope are made；Second step：Two independent columns are placed on ground on the side according to layout design spacing, the outer of column, column is referred to as the outside of column with metope installation rear column towards the side on the outside of house；By the way of terrestrial operation, significantly reduce metope and safeguard that the danger coefficient of installation and degree-of-difficulty factor, common laborer can complete on ground.
Description
Technical field
The present invention relates to Steel Structure Installation field.
Background technology
Conventional method：Metope maintenance system is first sequentially installed pillar.Then purlin, tie rod, intercolumniation support etc. in height
Installed in the air.As Figure 1-3, traditional installation method：
The first step：Pillar 1 is installed in order, each pillar 1 is mounted vertically on ground；
Second step：Installation pillar 1 finishes；
3rd step：Beam 4 is lifted one by one, the both ends of beam 4 are connected to the top of relative two root posts 1；
4th step, in high aerial mounting purlines, tie rod, intercolumniation support etc..
The content of the invention
It is an object of the invention to provide a kind of steel construction gate-type framed wall plane system modularization mounting process, reduces metope
Safeguard the danger coefficient and degree-of-difficulty factor of installation, it is not necessary to carry out the installation of metope in high-altitude.
The technical scheme is that：
Steel construction gate-type framed wall plane system modularization mounting process, column are divided into two row, relative two between two row columns
Installation one is set a roof beam in place between root post, and spacing is set by drawing between the adjacent two root posts of each column column, between adjacent upright posts
Away from referred to as column spacing,
The first step：First the window shelves of metope are made；
Second step：Two independent columns are placed on ground on the side according to layout design spacing, the outer of column, column
It is referred to as the outside of column towards the side on the outside of house with metope installation rear column；
3rd step：The window shelves made and other purlins, tie rod, column braces are installed to two root posts according to drawing
On, form a column metope unit；
4th step：Second step and the 3rd step are repeated, several column metope units are made, according to the quantity meter of single-row column
The quantity of column metope unit is calculated, the quantity for setting up post is N, if N is even number, the quantity of column metope unit is N/2, such as
Fruit N is odd number, then the quantity of column metope unit is（N-1)/2;
5th step：Multiple column metope unit liftings assembled in place and are installed with crane；Adjacent column metope
The distance of a column spacing is reserved between unit；
6th step, manually installed other purlins, tie rod, intercolumniation support between adjacent column metope unit；
7th step, installation.
Window shelves are made by the way of welding.
The technique of the present invention is compared with original method：
1st, by the way of terrestrial operation, danger coefficient and degree-of-difficulty factor that metope safeguards installation are significantly reduced, it is general
Logical worker can complete on ground.
2nd, installation effectiveness improves more than 30%, constructs on the ground, can be directly by structure without using crane operation worker
Part is arranged on post.
3rd, reduce the time using crane equipment, effectively reduce cost.
4th, construction quality is facilitated work-up（The positioning of purlin, fastened by screw degree, welding quality etc.）.
Brief description of the drawings
Fig. 1 is the schematic diagram of the existing installation method first step；
Fig. 2 is the schematic diagram of existing installation method second step；
Fig. 3 is the schematic diagram of the existing step of installation method the 3rd；
Fig. 4 is that the first step of installation method of the present invention makes the schematic diagram of window shelves；
Fig. 5 is that the second step of installation method of the present invention places the schematic diagram of two independent columns；
Fig. 6 is that the 3rd step of installation method of the present invention installs the schematic diagram of window shelves on column；
Fig. 7 is the schematic diagram of one column metope unit of the lifting of the 4th step and installation of installation method of the present invention；
Fig. 8 is the 5th step lifting of installation method of the present invention and the schematic diagram for installing multiple column metope units；
Fig. 9 is the schematic diagram of the manually installed other purlins of the 6th step, tie rod, the intercolumniation support of installation method of the present invention etc..
Embodiment
As shown in figure 1, the steel house of the present invention is divided using column 1 as house in vertical main support, column 1
For two row, installation one sets a roof beam in place 2 between relative two root posts 1 between two row columns 1, between the adjacent two root posts 1 of each column column 1
Spacing is set by drawing, and the spacing of adjacent upright posts 1 is referred to as column spacing in each column.
Installation method:
The first step：As shown in figure 1, first that the window shelves 3 of metope are good according to drawing making, the system by the way of welding of window shelves 3
Make；
Second step：As shown in Fig. 2 two independent columns 1 are placed on ground on the side according to drawing spacing, the outer of column 1
On face, column is referred to as the outside of column with metope installation rear column towards the side on the outside of house；
3rd step：As shown in figure 3, the window shelves made and other purlins, tie rod, column braces etc. are pacified according to drawing
It is attached in two root posts 1, forms a column metope unit 2；
4th step：Second step and the 3rd step are repeated, several column metope units 2 are made, according to the quantity of single-row column 1
The quantity of column metope unit 2 is calculated, the quantity for setting up post 1 is N, if N is even number, the quantity of column metope unit 2 is
N/2, if N is odd number, the quantity of column metope unit 2 is（N-1)/2;
5th step：As shown in Figure 4,5, the column metope unit 2 assembled is lifted into installation site with crane；Will be multiple
The column metope unit 2 assembled is lifted in place and installed；A reserved column spacing between adjacent column metope unit 2
Distance,
6th step：As shown in fig. 6, manually installed other purlins, tie rod, post between adjacent column metope unit 2
Between support etc.；
7th step, installation.
Claims (2)
1. steel construction gate-type framed wall plane system modularization mounting process, column is divided into two row, relative two between two row columns
Installation one is set a roof beam in place between column, and spacing, the spacing of adjacent upright posts are set by drawing between the adjacent two root posts of each column column
Referred to as column spacing, it is characterised in that：
The first step：First the window shelves of metope are made；
Second step：Two independent columns are placed on ground on the side according to layout design spacing, the outer of column, column and wall
Installation rear column in face is referred to as the outside of column towards the side on the outside of house；
3rd step：The window shelves made and other purlins, tie rod, column braces are installed in two root posts according to drawing,
Form a column metope unit；
4th step：Second step and the 3rd step are repeated, makes several column metope units, is calculated according to the quantity of single-row column vertical
The quantity of post metope unit, the quantity for setting up post is N, if N is even number, the quantity of column metope unit is N/2, if N
For odd number, then the quantity of column metope unit is（N-1)/2;
5th step：Multiple column metope unit liftings assembled in place and are installed with crane；Adjacent column metope unit
Between reserve a column spacing distance；
6th step, manually installed other purlins, tie rod, intercolumniation support between adjacent column metope unit；
7th step, installation.
2. steel construction gate-type framed wall plane system modularization mounting process according to claim 1, it is characterised in that：Window shelves
Made by the way of welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201510526659.5A CN105113802B (en) | 2015-08-26 | 2015-08-26 | Steel construction gate-type framed wall plane system modularization mounting process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510526659.5A CN105113802B (en) | 2015-08-26 | 2015-08-26 | Steel construction gate-type framed wall plane system modularization mounting process |
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| CN105113802A CN105113802A (en) | 2015-12-02 |
| CN105113802B true CN105113802B (en) | 2017-11-10 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510526659.5A Active CN105113802B (en) | 2015-08-26 | 2015-08-26 | Steel construction gate-type framed wall plane system modularization mounting process |
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Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421792A (en) * | 2015-12-15 | 2016-03-23 | 安徽伟宏钢结构集团股份有限公司 | Lifting construction process of modular steel structural components |
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| JPH0517996A (en) * | 1991-07-10 | 1993-01-26 | Haseko Corp | Building constructing method |
| CN2828227Y (en) * | 2005-09-01 | 2006-10-18 | 李安海 | Assembling enclosure |
| CN201567818U (en) * | 2009-12-14 | 2010-09-01 | 多奇志 | Assembled-type steel-structured mobile house capable of overall movement |
| CN101864847A (en) * | 2010-03-31 | 2010-10-20 | 徐州九鼎建设集团有限公司 | Assembled type moveable plank house |
| CN102561510A (en) * | 2011-12-29 | 2012-07-11 | 筑巢（北京）科技有限公司 | Factory assembled latticed light steel structure and manufacturing method thereof |
| CN103485414A (en) * | 2013-09-23 | 2014-01-01 | 张建忠 | Prefabricated assembled type steel structure house building system and construction method thereof |
| CN103883129A (en) * | 2014-03-17 | 2014-06-25 | 中国华冶科工集团有限公司 | Method for installing steel structure roof beams |
| CN103993664A (en) * | 2014-05-20 | 2014-08-20 | 东南大学 | Assembled light house and building and dismounting method thereof |
| CN104612412A (en) * | 2014-12-22 | 2015-05-13 | 山西省第五建筑工程公司 | Construction method of steel structure exit passageway |
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2015
- 2015-08-26 CN CN201510526659.5A patent/CN105113802B/en active Active
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| JPH0517996A (en) * | 1991-07-10 | 1993-01-26 | Haseko Corp | Building constructing method |
| CN2828227Y (en) * | 2005-09-01 | 2006-10-18 | 李安海 | Assembling enclosure |
| CN201567818U (en) * | 2009-12-14 | 2010-09-01 | 多奇志 | Assembled-type steel-structured mobile house capable of overall movement |
| CN101864847A (en) * | 2010-03-31 | 2010-10-20 | 徐州九鼎建设集团有限公司 | Assembled type moveable plank house |
| CN102561510A (en) * | 2011-12-29 | 2012-07-11 | 筑巢（北京）科技有限公司 | Factory assembled latticed light steel structure and manufacturing method thereof |
| CN103485414A (en) * | 2013-09-23 | 2014-01-01 | 张建忠 | Prefabricated assembled type steel structure house building system and construction method thereof |
| CN103883129A (en) * | 2014-03-17 | 2014-06-25 | 中国华冶科工集团有限公司 | Method for installing steel structure roof beams |
| CN103993664A (en) * | 2014-05-20 | 2014-08-20 | 东南大学 | Assembled light house and building and dismounting method thereof |
| CN104612412A (en) * | 2014-12-22 | 2015-05-13 | 山西省第五建筑工程公司 | Construction method of steel structure exit passageway |
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| 钢结构安装中的整体吊装技术;任学甲;《城市建设理论研究（电子版）》;20111104(第15期);第1-3页 * |
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| CN105113802A (en) | 2015-12-02 |
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