CN108930359A - A kind of structure and method for the docking of high-altitude large-scale steel structure column - Google Patents
A kind of structure and method for the docking of high-altitude large-scale steel structure column Download PDFInfo
- Publication number
- CN108930359A CN108930359A CN201810659883.5A CN201810659883A CN108930359A CN 108930359 A CN108930359 A CN 108930359A CN 201810659883 A CN201810659883 A CN 201810659883A CN 108930359 A CN108930359 A CN 108930359A
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- CN
- China
- Prior art keywords
- installation part
- column
- steel column
- installation
- docking
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
Abstract
The present invention provides a kind of structures and method for the docking of high-altitude large-scale steel structure column, wherein, structure includes multiple connection units, multiple connection units be set at the splicing seams of steel column and along the steel column circumferentially, each described connection unit includes the first installation part, the second installation part and third installation part, first installation part and second installation part are fixed on the two sides on the side wall of the steel column and being located at the splicing seams, and the both ends of the third installation part are fixedly connected with first installation part and second installation part respectively.Low in cost provided by the present invention for the structure and method of the docking of high-altitude large-scale steel structure column, production is simple, easy for installation, can effectively ensure that the verticality of steel column, reduces crane and uses the time, construction cost is greatly saved.
Description
Technical field
The present invention relates to technical field of building construction, it is especially a kind of for high-altitude large-scale steel structure column docking structure and
Method.
Background technique
Tall and big steel construction is widely used in large scale equipment frame.In view of the difficulty of transport, steel column is divided into multistage and has made
Cheng Hou is transported to scene, is spliced at the scene integral.And it is used for the steel construction of large scale equipment frame, in general need installation one
Layer steel construction, while installing equipment, therefore the steel column of steel construction the case where there are overhead connections.Simultaneously as equipment precision is wanted
It asks, Steel Structure Installation precision also must assure that, and wherein the degree control of steel pile is particularly important.
Conventional construction method is, after the completion of lower section steel column mounting and adjusting, upper section steel column is sling using large-scale crane, in adjustment
Loose hook after the completion of saving after verticality of steel column with lower section steel column butt welding.Steel column easily deforms when the method is welded, and verticality of steel column is difficult
To guarantee；In addition, the method need to complete to save the loose hook of crane ability after steel column welds above and below, for Steel for Large Steel Column, above and below
It is extremely long to save the butt welding Connection Time between steel column, therefore crane is longer using the time.
Summary of the invention
The technical problem to be solved in the present invention is to provide it is a kind of for high-altitude large-scale steel structure column docking structure and method,
While guaranteeing the verticality of steel column, reduces crane and use the time.
It is multiple the present invention provides a kind of structure for the docking of high-altitude large-scale steel structure column, including multiple connection units
The connection unit be set at the splicing seams of steel column and along the steel column circumferentially, each described connection unit includes
First installation part, the second installation part and third installation part, first installation part and second installation part are fixed on the steel
On the side wall of column and be located at the splicing seams two sides, the both ends of the third installation part respectively with first installation part and institute
The second installation part is stated to be fixedly connected.
Further, first installation part, second installation part and the third installation part are tabular, and are hung down
Directly in the side wall of the steel column.
Further, the both ends of the third installation part pass through with first installation part and second installation part respectively
Bolt is fixedly connected.
Further, first installation part and second installation part are fixedly welded on the side wall of the steel column.
The present invention also provides a kind of methods for the docking of high-altitude large-scale steel structure column, include the following steps:
A: on the side wall of the splice ends of upper section steel column, multiple first installation parts are circumferentially fixed；
B: on the side wall of the splice ends of lower section steel column, multiple second installation parts are circumferentially fixed, wherein second installation part
It is corresponded with first installation part；
C: the installation lower section steel column；
D: it after the lower section steel column is installed, slings right above the upper section steel column to the lower section steel column, adjusts on described
The verticality of steel column is saved until reaching preset requirement；
E: connecting a third installation part between each described first installation part and second installation part corresponding to it,
The both ends of the third installation part are fixedly connected with first installation part and second installation part respectively, remove loop wheel machine；
F: the upper section steel column and the lower section steel column are welded to connect；
G: removal first installation part, second installation part and the third installation part.
Further, first installation part, second installation part and the third installation part are tabular, and are hung down
Directly in the upper section steel column or the side wall of the lower section steel column.
Further, the both ends of the third installation part pass through with first installation part and second installation part respectively
Bolt is fixedly connected.
Further, in the step A, first installation part is fixedly welded on the upper section steel column；The step B
In, second installation part is fixedly welded on the lower section steel column.
Further, in step G, first installation part and second installation part are removed using gas cutting.
Further, further include step H: the bearing of polishing first installation part and second installation part, and apply
Brush paint.
It is low in cost (processing to can be used provided by the present invention for the structure and method of the docking of high-altitude large-scale steel structure column
Tailing production), it makes simple (being made simultaneously when prefabrication steel column), it is easy for installation (to be connected when installation using high-strength bolt
Connect), it can effectively ensure that the verticality of steel column, reduce crane and use the time, construction cost is greatly saved.
Detailed description of the invention
Fig. 1 is schematic diagram of the present invention for the structure of high-altitude large-scale steel structure column docking；
Fig. 2 is the top view of Fig. 1.
In figure, 1. steel columns save steel column on 101., 102. it is lower save steel columns, 2. connection units, 201. first installation parts, 202.
Second installation part, 203. third installation parts, 204. bolts.
Specific embodiment
The present invention will be further explained below with reference to the attached drawings and specific examples, so that those skilled in the art can be with
It more fully understands the present invention and can be practiced, but illustrated embodiment is not as a limitation of the invention.
A kind of structure for the docking of high-altitude large-scale steel structure column, as depicted in figs. 1 and 2, including multiple connection units 2,
Multiple connection units 2 be set at the splicing seams of steel column 1 and along the steel column 1 circumferentially, each described connection
Unit 2 includes the first installation part 201, the second installation part 202 and third installation part 203, first installation part 201 and described the
Two installation parts 202 are fixed on the two sides on the side wall of the steel column 1 and being located at the splicing seams, the third installation part 203
Both ends are fixedly connected with first installation part 201 and second installation part 202 respectively.
Specifically, first installation part 201, second installation part 202 and the third installation part 203 are plate
Shape, and perpendicular to the side wall of the steel column 1.
Specifically, the both ends of the third installation part 203 respectively with first installation part 201 and second installation part
202 are fixedly connected by bolt 204.
Specifically, first installation part 201 and second installation part 202 are fixedly welded on the side wall of the steel column 1
On.
The present invention also provides a kind of methods for the docking of high-altitude large-scale steel structure column, include the following steps:
A: on the side wall of the splice ends of upper section steel column 101, multiple first installation parts 201 are circumferentially fixed；
B: on the side wall of the splice ends of lower section steel column 102, multiple second installation parts 202 are circumferentially fixed, wherein described second
Installation part 202 and first installation part 201 correspond；
C: the installation lower section steel column 102；
D: it after the lower section steel column 102 is installed, slings right above the upper section steel column 101 to the lower section steel column 102, adjusts
The verticality of the whole upper section steel column 101 is until reach preset requirement；
E: a third is connected between each described first installation part 201 and second installation part 202 corresponding to it
Installation part 203, the both ends of the third installation part 203 are solid with first installation part 201 and second installation part 202 respectively
Fixed connection, removes loop wheel machine；
F: the upper section steel column 101 and the lower section steel column 102 are welded to connect；
G: removal first installation part 201, second installation part 202 and the third installation part 203.
Specifically, first installation part 201, second installation part 202 and the third installation part 203 are plate
Shape, and perpendicular to the upper section steel column 101 or the side wall of the lower section steel column 102.
Specifically, the both ends of the third installation part 203 respectively with first installation part 201 and second installation part
202 are fixedly connected by bolt 204.
Specifically, in the step A, first installation part 201 is fixedly welded on the upper section steel column 101；The step
In rapid B, second installation part 202 is fixedly welded on the lower section steel column 102.
Specifically, in step G, first installation part 201 and second installation part 202 are removed using gas cutting.
Specifically, further include step H: the bearing of polishing first installation part 201 and second installation part 202,
And brushing paint.
The scope of protection of the present invention is not limited to this.Those skilled in the art are made equivalent on the basis of the present invention
Substitution or transformation, it is within the scope of the present invention.Protection scope of the present invention is subject to claims.
Claims (10)
1. a kind of structure for the docking of high-altitude large-scale steel structure column, which is characterized in that multiple described including multiple connection units
Connection unit be set at the splicing seams of steel column and along the steel column circumferentially, each described connection unit include first
Installation part, the second installation part and third installation part, first installation part and second installation part are fixed on the steel column
On side wall and be located at the two sides of the splicing seams, the both ends of the third installation part respectively with first installation part and described the
Two installation parts are fixedly connected.
2. the structure for the docking of high-altitude large-scale steel structure column as described in claim 1, which is characterized in that first installation
Part, second installation part and the third installation part are tabular, and perpendicular to the side wall of the steel column.
3. the structure for the docking of high-altitude large-scale steel structure column as described in claim 1, which is characterized in that the third installation
The both ends of part are bolted to connection with first installation part and second installation part respectively.
4. the structure for the docking of high-altitude large-scale steel structure column as described in claim 1, which is characterized in that first installation
Part and second installation part are fixedly welded on the side wall of the steel column.
5. a kind of method for the docking of high-altitude large-scale steel structure column, which comprises the steps of:
A: on the side wall of the splice ends of upper section steel column, multiple first installation parts are circumferentially fixed；
B: on the side wall of the splice ends of lower section steel column, multiple second installation parts are circumferentially fixed, wherein second installation part
It is corresponded with first installation part；
C: the installation lower section steel column；
D: it after the lower section steel column is installed, slings right above the upper section steel column to the lower section steel column, adjusts on described
The verticality of steel column is saved until reaching preset requirement；
E: connecting a third installation part between each described first installation part and second installation part corresponding to it,
The both ends of the third installation part are fixedly connected with first installation part and second installation part respectively, remove loop wheel machine；
F: the upper section steel column and the lower section steel column are welded to connect；
G: removal first installation part, second installation part and the third installation part.
6. the method for the docking of high-altitude large-scale steel structure column as claimed in claim 5, which is characterized in that first installation
Part, second installation part and the third installation part are tabular, and perpendicular to the upper section steel column or the lower section steel
The side wall of column.
7. the method for the docking of high-altitude large-scale steel structure column as claimed in claim 5, which is characterized in that the third installation
The both ends of part are bolted to connection with first installation part and second installation part respectively.
8. the method for the docking of high-altitude large-scale steel structure column as claimed in claim 5, which is characterized in that in the step A,
First installation part is fixedly welded on the upper section steel column；In the step B, second installation part is fixedly welded on described
Lower section steel column.
9. the method for the docking of high-altitude large-scale steel structure column as claimed in claim 8, which is characterized in that in step G, use
Gas cutting removes first installation part and second installation part.
10. the method for the docking of high-altitude large-scale steel structure column as claimed in claim 9, which is characterized in that further include step
H: the bearing of polishing first installation part and second installation part, and brushing paint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810659883.5A CN108930359A (en) | 2018-06-25 | 2018-06-25 | A kind of structure and method for the docking of high-altitude large-scale steel structure column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810659883.5A CN108930359A (en) | 2018-06-25 | 2018-06-25 | A kind of structure and method for the docking of high-altitude large-scale steel structure column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108930359A true CN108930359A (en) | 2018-12-04 |
Family
ID=64447025
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810659883.5A Pending CN108930359A (en) | 2018-06-25 | 2018-06-25 | A kind of structure and method for the docking of high-altitude large-scale steel structure column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108930359A (en) |
Citations (8)
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|---|---|---|---|---|
| CN201567684U (en) * | 2009-11-17 | 2010-09-01 | 江苏江都建设工程有限公司 | Transition lug for connecting box-type steel reinforced concrete column |
| JP4587041B2 (en) * | 2005-08-02 | 2010-11-24 | 清水建設株式会社 | Steel pipe column and steel pipe column joining method |
| CN104100009A (en) * | 2014-08-05 | 2014-10-15 | 山东莱钢建设有限公司 | Connection device for steel column butt connection and steel column butt connecting method |
| CN204001422U (en) * | 2014-05-29 | 2014-12-10 | 天津市达森城交钢结构有限公司 | A kind of cross connects steel column |
| CN205206143U (en) * | 2015-12-04 | 2016-05-04 | 上海通用金属结构工程有限公司 | Location structure of high -speed joint pipe post |
| CN105735471A (en) * | 2016-02-17 | 2016-07-06 | 浙江远大钢构实业有限公司 | Connecting structure for steel-structure box columns |
| CN206360209U (en) * | 2016-12-29 | 2017-07-28 | 沈阳中辰钢结构工程有限公司 | A kind of steel box column scene splicing node structure |
| CN108756064A (en) * | 2018-08-24 | 2018-11-06 | 浙江远大钢构实业有限公司 | A kind of square tube column docking auxiliary construction structure |
-
2018
- 2018-06-25 CN CN201810659883.5A patent/CN108930359A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4587041B2 (en) * | 2005-08-02 | 2010-11-24 | 清水建設株式会社 | Steel pipe column and steel pipe column joining method |
| CN201567684U (en) * | 2009-11-17 | 2010-09-01 | 江苏江都建设工程有限公司 | Transition lug for connecting box-type steel reinforced concrete column |
| CN204001422U (en) * | 2014-05-29 | 2014-12-10 | 天津市达森城交钢结构有限公司 | A kind of cross connects steel column |
| CN104100009A (en) * | 2014-08-05 | 2014-10-15 | 山东莱钢建设有限公司 | Connection device for steel column butt connection and steel column butt connecting method |
| CN205206143U (en) * | 2015-12-04 | 2016-05-04 | 上海通用金属结构工程有限公司 | Location structure of high -speed joint pipe post |
| CN105735471A (en) * | 2016-02-17 | 2016-07-06 | 浙江远大钢构实业有限公司 | Connecting structure for steel-structure box columns |
| CN206360209U (en) * | 2016-12-29 | 2017-07-28 | 沈阳中辰钢结构工程有限公司 | A kind of steel box column scene splicing node structure |
| CN108756064A (en) * | 2018-08-24 | 2018-11-06 | 浙江远大钢构实业有限公司 | A kind of square tube column docking auxiliary construction structure |
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Application publication date: 20181204 |