CN107653982B - Door head column structure for curtain wall and mounting method thereof - Google Patents
Door head column structure for curtain wall and mounting method thereof Download PDFInfo
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- CN107653982B CN107653982B CN201710905640.0A CN201710905640A CN107653982B CN 107653982 B CN107653982 B CN 107653982B CN 201710905640 A CN201710905640 A CN 201710905640A CN 107653982 B CN107653982 B CN 107653982B
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- 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
- E04B1/32—Arched structures; Vaulted structures; Folded structures
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- 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
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/3235—Arched structures; Vaulted structures; Folded structures having a grid frame
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- 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
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/327—Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Curtains And Furnishings For Windows Or Doors (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a door head post structure for a curtain wall and an installation method thereof, wherein the door head post structure comprises a pair of main supporting posts bent in the same direction and two groups of side supporting posts which are arranged on one side of the pair of main supporting posts and arranged oppositely; a group of first cross beams are arranged between the pair of main supporting columns, and a group of second cross beams are arranged between the main supporting columns and the side supporting columns; and anti-seismic supports are arranged below the main supporting column and the side supporting columns. The novel curtain wall has the advantages of reasonable design, firm structure and good bearing capacity, ensures the stable connection of the curtain wall and the roof, and has good anti-seismic effect.
Description
Technical Field
The invention relates to the technical field of engineering construction, in particular to a door head column structure for a curtain wall.
Background
Steel structure engineering is a structure mainly made of steel, mainly composed of steel beams, steel columns, steel trusses and other members made of section steel, steel plates and the like, and the members or components are usually connected by welding seams, bolts or rivets, which is one of the main building structure types. Because of its light dead weight, and construction is simple and convenient, widely apply to fields such as large-scale factory building, bridge, venue, superelevation layer.
The curtain wall is an outer wall construction method which utilizes various strong, light and beautiful building materials to replace the traditional masonry or window wall combination, and is an outer wall construction method which surrounds the periphery of a main structure to ensure that the whole building is beautiful, and has sound and safe use functions.
How to effectively and stably connect the curtain wall with the roof is a problem to be solved at present, and the connection of the curtain wall and the roof net rack is realized through a structure.
Disclosure of Invention
The purpose of the invention is as follows: the invention discloses a door head column structure for a curtain wall, which has the advantages of reasonable design, firm structure and good bearing capacity, ensures the stable connection of the curtain wall and a roof and has good anti-seismic effect.
The technical scheme is as follows: in order to achieve the aim, the invention discloses a door head post structure for a curtain wall, which comprises a pair of main supporting posts bent in the same direction and two groups of side supporting posts arranged on one side of the pair of main supporting posts and arranged oppositely; a group of first cross beams are arranged between the pair of main supporting columns, and a group of second cross beams are arranged between the main supporting columns and the side supporting columns; and anti-seismic supports are arranged below the main supporting column and the side supporting columns.
Furthermore, a set of auxiliary support columns are arranged between the pair of main support columns, and the bending shapes of the auxiliary support columns are matched with those of the main support columns.
Furthermore, above-mentioned a door head post structure for curtain, a set of vice support column upper end is connected with first back timber.
Further, above-mentioned a door head post structure for curtain, two sets of side support column tops are equipped with the second back timber respectively, the second back timber is connected with auxiliary stay post, auxiliary stay post one end and second back timber end connection, the other end and side support column middle part are connected.
Furthermore, a set of reinforcing ribs is arranged between the side supporting columns and the second cross beam.
Further, the reinforcing ribs are arranged in the same direction and obliquely.
Further, above-mentioned a door headpiece structure for curtain, a pair of main tributary dagger is the cylinder, first back timber and second back timber are the box column.
Further, above-mentioned a door head post structure for curtain, antidetonation support includes the support of being connected with main tributary dagger or side support column, sets up the piece of burying in the support below to and set up a set of card sign indicating number in the support periphery.
Further, the installation method of the door head column structure for the curtain wall comprises the following steps: 1) Installing a group of anti-seismic supports; 2) A first top beam is arranged between the roof net racks; 3) Installing a first section of steel column of a main supporting column, a first section of steel column of an auxiliary supporting column and a first section of steel column of a side supporting column, wherein the first section of steel column of the main supporting column is fixed through an independent steel pipe support, and the first section of steel column of the auxiliary supporting column is fixed through a cable rope; 4) A first cross beam is arranged between the first steel column section of the main supporting column and the first steel column section of the auxiliary supporting column, and a reinforcing rib and a second cross beam are arranged between the first steel column section of the main supporting column and the first steel column section of the side supporting column; 5) Installing a second steel section column of the main supporting column, a second steel section column of the auxiliary supporting column and a second steel section column of the side supporting column; 6) A first cross beam is arranged between the second steel section of the main supporting column and the second steel section of the auxiliary supporting column, and a reinforcing rib and a second cross beam are arranged between the second steel section of the main supporting column and the second steel section of the side supporting column; 7) A reinforcing rib and a second cross beam are arranged between the second steel section of the main supporting column and the third steel section of the side supporting column; 8) Sequentially installing a first section of inclined column and a second section of inclined column of the auxiliary support column, wherein the first section of inclined column and the second section of inclined column are respectively fixed through temporary supports; 9) Installing a third section of steel column of the main supporting column and a third section of steel column of the auxiliary supporting column, wherein the end part of the third section of steel column of the main supporting column is connected with the roof net rack, and the end part of the third section of steel column of the auxiliary supporting column is connected with the first top beam; a first cross beam is arranged between the third section of the main supporting column and the third section of the auxiliary supporting column; 10 The top parts of both sides are respectively provided with a second top beam; 11 A caulking rod is arranged between the door head post and the roof net rack.
The technical scheme shows that the invention has the following beneficial effects:
(1) The door head column structure for the curtain wall is reasonable in design, firm in structure and good in bearing capacity, ensures stable connection of the curtain wall and a roof, and has a good anti-seismic effect.
(2) The door head column structure for the curtain wall is simple and reasonable in structure, and the strength of the door head column is guaranteed.
Drawings
FIG. 1 is a schematic structural view of a door post structure for a curtain wall according to the present invention;
FIG. 2 is a schematic structural view of an anti-seismic support for a door jamb structure of a curtain wall according to the present invention;
FIG. 3 is a schematic view of steps 1 to 3 of a method for mounting an anti-seismic support for a structure of a door jamb of a curtain wall according to the invention;
FIG. 4 is a schematic view of steps 4 to 6 of a method for mounting an earthquake-resistant support for a door head post structure of a curtain wall according to the present invention;
FIG. 5 is a schematic view of step 7 of the installation method of the aseismic support for door head post structure of curtain wall according to the present invention;
FIG. 6 is a schematic view of step 8 of the installation method of the aseismic support for the door head post structure of the curtain wall according to the present invention;
FIG. 7 is a schematic view of step 9 of the installation method of the aseismic support for door head post structure of curtain wall of the present invention;
FIG. 8 is a schematic view of steps 10 to 11 of a method for mounting an anti-seismic support for a door jamb structure of a curtain wall according to the invention;
in the figure: 1-main supporting column, 2-lateral supporting column, 3-first cross beam, 4-second cross beam, 5-anti-seismic support, 51-support, 52-embedded part, 53-clamp, 6-auxiliary supporting column, 7-first top beam, 8-second top beam, 9-auxiliary supporting column and 10-reinforcing rib.
Detailed Description
The following detailed description of embodiments of the invention refers to the accompanying drawings.
Examples
The invention discloses a door head post structure for a curtain wall, which comprises a pair of main supporting posts 1 bent in the same direction and two groups of side supporting posts 2 arranged on one side of the pair of main supporting posts 1 and oppositely arranged as shown in figures 1 and 2; a group of first cross beams 3 are arranged between the pair of main supporting columns 1, and a group of second cross beams 4 are arranged between the main supporting columns 1 and the side supporting columns 2; and anti-seismic supports 5 are arranged below the main support column 1 and the side support columns 2. A group of auxiliary supporting columns 6 are arranged between the pair of main supporting columns 1, and the bending shapes of the auxiliary supporting columns 6 are adapted to the main supporting columns 1. The upper ends of the group of auxiliary supporting columns 6 are connected with a first top beam 7. Two sets of side support post 2 tops are equipped with second back timber 8 respectively, second back timber 8 is connected with auxiliary stay post 9, 9 one end of auxiliary stay post and 8 end connection of second back timber, the other end and 2 middle part connections of side support post.
In this embodiment, a set of reinforcing ribs 10 is provided between the side supporting columns 2 and the second cross member 4. The set of reinforcing ribs 10 are arranged in the same direction and inclined.
In this embodiment, the pair of main support columns 1 are cylinders, and the first top beam 7 and the second top beam 8 are box-type columns.
The aseismatic bearing 5 in this embodiment includes a bearing 51 coupled to the main support pole 1 or the lateral support pole 2, a buried member 52 disposed under the bearing 51, and a set of blocks 53 disposed at the periphery of the bearing 51.
In the embodiment, the upper part of the door head column is connected with the roof net rack through the embedded rod.
In the present embodiment, as shown in fig. 3 to 8, a method for installing a door head post structure of a curtain wall includes the following steps:
1) Installing a group of anti-seismic supports 5;
2) A first top beam 7 is arranged between the roof net racks;
3) Installing a first section of steel column of the main support column 1, a first section of steel column of the auxiliary support column 6 and a first section of steel column of the side support column 2, wherein the first section of steel column of the main support column 1 is fixed through an independent steel pipe support, and the first section of steel column of the auxiliary support column 6 is fixed through a guy cable;
4) A first cross beam 3 is arranged between the first steel column section of the main supporting column 1 and the first steel column section of the auxiliary supporting column 6, and a reinforcing rib 10 and a second cross beam 4 are arranged between the first steel column section of the main supporting column 1 and the first steel column section of the side supporting column 2;
5) Installing a second steel section column of the main supporting column 1, a second steel section column of the auxiliary supporting column 6 and a second steel section column of the side supporting column 2;
6) A first cross beam 3 is arranged between a second steel section of the main supporting column 1 and a second steel section of the auxiliary supporting column 6, and a reinforcing rib 10 and a second cross beam 4 are arranged between the second steel section of the main supporting column 1 and a second steel section of the side supporting column 2;
7) A reinforcing rib 10 and a second cross beam 4 are arranged between a third section of steel column of the side supporting column 2, a second section of steel column of the main supporting column 1 and the third section of steel column of the side supporting column 2;
8) Sequentially installing a first section of inclined column and a second section of inclined column of the auxiliary support column 9, wherein the first section of inclined column and the second section of inclined column are respectively fixed through temporary supports;
9) Installing a third section of steel column of the main support column 1 and a third section of steel column of the auxiliary support column 6, wherein the end part of the third section of steel column of the main support column 1 is connected with a roof net rack, and the end part of the third section of steel column of the auxiliary support column 6 is connected with a first top beam 7; a first cross beam 3 is arranged between the third section of steel column of the main supporting column 1 and the third section of steel column of the auxiliary supporting column 6;
10 The top parts of the two sides are respectively provided with a second top beam 8;
11 A caulking rod is arranged between the door head post and the roof net rack.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that modifications can be made by those skilled in the art without departing from the principle of the present invention, and these modifications should also be construed as the protection scope of the present invention.
Claims (4)
1. A mounting method for a door head column structure of a curtain wall is characterized by comprising the following steps: the door head post structure for the curtain wall comprises a pair of main supporting posts (1) which are bent in the same direction and two groups of side supporting posts (2) which are arranged on one side of the pair of main supporting posts (1) and are arranged oppositely; a group of first cross beams (3) are arranged between the pair of main supporting columns (1), and a group of second cross beams (4) are arranged between the main supporting columns (1) and the side supporting columns (2); an anti-seismic support (5) is arranged below the main support column (1) and the side support column (2); a group of auxiliary supporting columns (6) are arranged between the pair of main supporting columns (1), and the bending shapes of the auxiliary supporting columns (6) are adapted to the main supporting columns (1); the upper ends of the group of auxiliary supporting columns (6) are connected with a first top beam (7); second top beams (8) are respectively arranged above the two groups of side supporting columns (2), the second top beams (8) are connected with auxiliary supporting columns (9), one ends of the auxiliary supporting columns (9) are connected with the end parts of the second top beams (8), and the other ends of the auxiliary supporting columns (9) are connected with the middles of the side supporting columns (2); a group of reinforcing ribs (10) are arranged between the side supporting columns (2) and the second cross beam (4);
the installation method of the door head column structure for the curtain wall comprises the following steps:
1) Installing a group of anti-seismic supports (5);
2) A first top beam (7) is arranged between the roof net racks;
3) Installing a first section steel column of the main supporting column (1), a first section steel column of the auxiliary supporting column (6) and a first section steel column of the side supporting column (2), wherein the first section steel column of the main supporting column (1) is fixed through an independent steel pipe support, and the first section steel column of the auxiliary supporting column (6) is fixed through a guy cable;
4) A first cross beam (3) is arranged between the first section of steel column of the main supporting column (1) and the first section of steel column of the auxiliary supporting column (6), and a reinforcing rib (10) and a second cross beam (4) are arranged between the first section of steel column of the main supporting column (1) and the first section of steel column of the side supporting column (2);
5) Installing a second steel section of the main support column (1), a second steel section of the auxiliary support column (6) and a second steel section of the side support column (2);
6) A first cross beam (3) is arranged between a second steel section column of the main supporting column (1) and a second steel section column of the auxiliary supporting column (6), and a reinforcing rib (10) and a second cross beam (4) are arranged between the second steel section column of the main supporting column (1) and the second steel section column of the side supporting column (2);
7) Mounting a third section of steel column of the side supporting column (2), and mounting a reinforcing rib (10) and a second cross beam (4) between the second section of steel column of the main supporting column (1) and the third section of steel column of the side supporting column (2);
8) A first section of inclined column and a second section of inclined column of the auxiliary support column (9) are sequentially installed and are respectively fixed through temporary supports;
9) Installing a third section of steel column of the main supporting column (1) and a third section of steel column of the auxiliary supporting column (6), wherein the end part of the third section of steel column of the main supporting column (1) is connected with the roof net rack, and the end part of the third section of steel column of the auxiliary supporting column (6) is connected with the first top beam (7); a first cross beam (3) is arranged between the third section of the main supporting column (1) and the third section of the auxiliary supporting column (6);
10 The top parts of the two sides are respectively provided with a second top beam (8);
11 A caulking rod is arranged between the door head post and the roof net rack.
2. The installation method of a door jamb structure for curtain walls according to claim 1, wherein: the group of reinforcing ribs (10) are arranged in the same direction and obliquely.
3. The installation method of a door jamb structure for curtain walls according to claim 1, wherein: the pair of main supporting columns (1) are cylindrical, and the first top beam (7) and the second top beam (8) are box-shaped columns.
4. The installation method of a door jamb structure for curtain walls according to claim 1, wherein: the anti-seismic support (5) comprises a support (51) connected with the main support column (1) or the side support column (2), an embedded part (52) arranged below the support (51), and a group of clamping codes (53) arranged on the periphery of the support (51).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710905640.0A CN107653982B (en) | 2017-09-29 | 2017-09-29 | Door head column structure for curtain wall and mounting method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710905640.0A CN107653982B (en) | 2017-09-29 | 2017-09-29 | Door head column structure for curtain wall and mounting method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107653982A CN107653982A (en) | 2018-02-02 |
| CN107653982B true CN107653982B (en) | 2022-12-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710905640.0A Active CN107653982B (en) | 2017-09-29 | 2017-09-29 | Door head column structure for curtain wall and mounting method thereof |
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| CN (1) | CN107653982B (en) |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0451418A1 (en) * | 1990-04-03 | 1991-10-16 | Gérard dit Félix Chamayou | Movie theater with spherical screen |
| CN203475658U (en) * | 2013-08-07 | 2014-03-12 | 厦门佰地建筑设计有限公司 | Connecting structure of curtain wall and high-level structural body |
| CN203821664U (en) * | 2014-04-11 | 2014-09-10 | 江河创建集团股份有限公司 | Support steel structure for curved-surface external curtain wall of large transport hub |
| WO2016010375A1 (en) * | 2014-07-15 | 2016-01-21 | 씨제이씨지브이 주식회사 | Curved screen support and theater comprising same |
| CN204850058U (en) * | 2015-07-24 | 2015-12-09 | 安徽省建筑设计研究院有限责任公司 | Curtain and steel room lid and lower floor's large -span concrete platform connection structure that encorbelments |
| CN207296000U (en) * | 2017-09-29 | 2018-05-01 | 北京城建集团有限责任公司 | A kind of door headpin structure for curtain wall |
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2017
- 2017-09-29 CN CN201710905640.0A patent/CN107653982B/en active Active
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Address after: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Applicant after: JiangSu HuNing Steel Structure & Machinery Co.,Ltd. Applicant after: BEIJING URBAN CONSTRUCTION GROUP Co.,Ltd. Address before: 214200 Zhang Zhu Zhen Bai Jia Cun, Yixing City, Wuxi City, Jiangsu Province Applicant before: JiangSu HuNing Steel Structure & Machinery Co.,Ltd. Applicant before: BEIJING URBAN CONSTRUCTION GROUP Co.,Ltd. |
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