CN107795049A - A kind of curtain wall beam column construction and its installation method - Google Patents
A kind of curtain wall beam column construction and its installation method Download PDFInfo
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- CN107795049A CN107795049A CN201710906544.8A CN201710906544A CN107795049A CN 107795049 A CN107795049 A CN 107795049A CN 201710906544 A CN201710906544 A CN 201710906544A CN 107795049 A CN107795049 A CN 107795049A
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- curtain wall
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- wall column
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a kind of curtain wall beam column construction and its installation method, including rectangular array shape and one group of first curtain wall column being vertically arranged, and it is arranged on the second curtain wall column of one group of first curtain wall column both sides；One group of first curtain wall column is provided with one group of rectangle buttress brace, and one group of rectangle buttress brace is horizontally disposed with successively, and it forms the box frame being superimposed with one group of first curtain wall column；One group of curtain wall beam is provided between second curtain wall column and box frame.Its is in light weight, is easy to build；Smart structural design, weight capacity and stability are good.
Description
Technical field
The present invention relates to the technical field of engineering construction, more particularly to a kind of curtain wall beam column construction.
Background technology
Structural steelwork be with steel make based on structure, mainly girder steel, steel column, steel made of shaped steel and steel plate etc.
The components such as truss form, and generally use weld seam, bolt or rivet interlacement between each component or part, are main building structure classes
One of type.Because its deadweight is lighter, and easy construction, it is widely used in the fields such as large-sized workshop, bridge, venue, Super High.
Curtain wall is to substitute traditional masonry or the exterior wall of window wall combination using various powerful, slim and graceful, attractive in appearance construction materials
Engineering method, it is to be enclosed in the periphery of main structure and whole building is reached attractive in appearance, uses the exterior wall engineering method that function is sound and safe.
For the curtain wall of heavy construction, a kind of easy construction need to be provided, the curtain wall construction that support consolidates.
The content of the invention
The purpose of invention：The present invention discloses a kind of curtain wall beam column construction, and its is in light weight, is easy to build；Smart structural design,
Weight capacity and stability are good.
Technical scheme：In order to realize the above object the invention discloses a kind of curtain wall beam column construction, including rectangular array
Shape and one group of first curtain wall column being vertically arranged, and it is arranged on the second curtain wall column of one group of first curtain wall column both sides；Described one
Group the first curtain wall column be provided with one group of rectangle buttress brace, one group of rectangle buttress brace is horizontally disposed with successively, its with one group first
Curtain wall column forms the box frame of superposition；One group of curtain wall beam is provided between second curtain wall column and box frame.
Further, above-mentioned a kind of curtain wall beam column construction, the curtain wall beam are set in divergent shape, and every 4 beams form one act
Wall beam unit, and it is V-shaped between every adjacent two beams.
Further, a kind of above-mentioned curtain wall beam column construction, the summit of the curtain wall beam are arranged on the second curtain wall column, and it 4
Dock on 4 summits of the end of root beam respectively with the box frame in vertical plane.
Further, above-mentioned a kind of curtain wall beam column construction, one group of first curtain wall column are provided with one group of oblique buttress brace,
The oblique buttress brace is set along diagonal of the box frame in vertical plane.
Further, above-mentioned a kind of curtain wall beam column construction, one group of first curtain wall column and the second curtain wall column bottom are set
There is one group of suspension column.
Further, above-mentioned a kind of curtain wall beam column construction, the connection on one group of suspension column and ground use antidetonation ball pivot branch
Seat or the bearing pin bearing with plain radial bearing.
Further, above-mentioned a kind of curtain wall beam column construction, one group of first curtain wall column and the second curtain wall column upper end are set
There is round end component.
Further, the installation method of above-mentioned a kind of curtain wall beam column construction, comprises the following steps：1）One group of the first act is installed
The first section of wall column, the rectangle buttress brace of first section and oblique buttress brace are installed, form the box frame of first section；2）Installation one
Two sections of the first curtain wall column of group, install the rectangle buttress brace of two sections and oblique buttress brace, form the box frame of two sections；
3）The first section of first the second curtain wall column of curtain wall column both sides is installed；4）First section between first curtain wall column and the second curtain wall column is installed
The curtain wall beam of section；The method for installing the curtain wall beam of the first section：First install respectively between the first curtain wall column and the second curtain wall column
Inner side first floor beam and outside first floor beam；Then install respectively two layers of inner side beam between the first curtain wall column and the second curtain wall column and
Two layers of outside beam；5）Inner side first floor beam and the outside for installing two section curtain wall beams between the first curtain wall column and the second curtain wall column are first
Layer beam；6）Two sections of second curtain wall column and its corresponding beam are installed；7）First curtain wall column and the second curtain wall are installed successively
The remaining section of post and its corresponding beam.
Further, the installation method of above-mentioned a kind of curtain wall beam column construction, it is the inner side first floor beam, outside first floor beam, interior
Two layers of side beam and two layers of outside beam include V-arrangement node, and one of galianconism of V-arrangement node two is connected with long beam；Described one
Two layers of beam of group inner side first floor beam and one group of inner side are sequentially connected, and form continuous V-arrangement；On the outside of described one group outside first floor beam and one group
Two layers of side beam is sequentially connected, and forms continuous V-arrangement.
Further, the installation method of above-mentioned a kind of curtain wall beam column construction, one group of first curtain wall column is installed in the step 1
First section before it is further comprising the steps of：The horizontal level and absolute altitude of repetition measurement bottom aseismatic bearing, adjust and ensure aseismatic bearing
Positioning precision；Aseismatic bearing is fixed temporarily；Cable wind rope auxiliary positioning is set when the first section of one group of first curtain wall column is installed.
Above-mentioned technical proposal can be seen that the present invention and have the advantages that：
（1）A kind of curtain wall beam column construction of the present invention, its is in light weight, is easy to build；Smart structural design, weight capacity and
Stability is good.
（2）A kind of curtain wall beam column construction of the present invention, it can form the curtain wall of long range by combining and connecting
Structure；Versatility is good, can reduce cost.
（3）A kind of curtain wall beam column construction of the present invention, its smart structural design, with very strong weight capacity and surely
It is qualitative；Overall intensity is ensured by the framework shape of formation.
Brief description of the drawings
Fig. 1 is a kind of structural representation of curtain wall beam column construction of the present invention；
Fig. 2 is a kind of mplifying structure schematic diagram of curtain wall beam column construction each several part of the present invention；
Fig. 3 is the schematic diagram of step 1 in a kind of installation method of curtain wall beam column construction of the present invention；
Fig. 4 is the schematic diagram of step 2 in a kind of installation method of curtain wall beam column construction of the present invention；
Fig. 5 is the schematic diagram that step 3 arrives step 5 in a kind of installation method of curtain wall beam column construction of the present invention；
Fig. 6 is the schematic diagram of step 6 in a kind of installation method of curtain wall beam column construction of the present invention；
Fig. 7 is the schematic diagram after installation in a kind of installation method of curtain wall beam column construction of the present invention；
In figure：The curtain wall columns of 1- first, the curtain wall columns of 2- second, 3- rectangle buttress braces, 4- curtain wall beams, the oblique buttress braces of 5-, 6- suspension columns,
7- round end components.
Embodiment
Below in conjunction with the accompanying drawings, the specific embodiment of the invention is described in detail.
Embodiment
A kind of curtain wall beam column construction of the present invention, as depicted in figs. 1 and 2, including rectangular array shape and it is vertically arranged
One group of first curtain wall column 1, and it is arranged on the second curtain wall column 2 of one group of first both sides of curtain wall column 1；One group of first curtain wall column
1 is provided with one group of rectangle buttress brace 3, and one group of rectangle buttress brace 3 is horizontally disposed with successively, itself and one group of first shape of curtain wall column 1
Into the box frame of superposition；One group of curtain wall beam 4 is provided between second curtain wall column 2 and box frame.The curtain wall beam 4 is in hair
Bulk is set, and every 4 beams form the unit of a curtain wall beam 4, and V-shaped between every adjacent two beams.The summit of the curtain wall beam 4
It is arranged on the second curtain wall column 2,4 summits of the ends of its 4 beams respectively with the box frame in vertical plane are docked.
One group of first curtain wall column 1 is provided with one group of oblique buttress brace 5, the oblique edge of buttress brace 5 described in the present embodiment
Diagonal of the box frame in vertical plane is set.The bottom of one group of first curtain wall column, 1 and second curtain wall column 2 is provided with
One group of suspension column 6.One group of suspension column 6 and the connection on ground use antidetonation ball hinged support or the bearing pin branch with plain radial bearing
Seat.The upper end of one group of first curtain wall column, 1 and second curtain wall column 2 is provided with round end component 7.
In the present embodiment, suspension column 6 is according to stress difference using antidetonation ball hinged support or the bearing pin branch with plain radial bearing
Seat.
As shown in Fig. 3 to Fig. 7, a kind of installation method of curtain wall beam column construction in the present invention, comprise the following steps：
1）The first section of one group of first curtain wall column 1 is installed, the rectangle buttress brace 3 and oblique buttress brace 5 of first section are installed, is formed first
The box frame of section；
2）Two sections of one group of first curtain wall column 1 are installed, the rectangle buttress brace 3 and oblique buttress brace 5 of two sections are installed, form two
The box frame of section；
3）The first section of the second curtain wall column of both sides 2 of first curtain wall column 1 is installed；
4）The curtain wall beam 4 of first section between first curtain wall column 1 and the second curtain wall column 2 is installed；The curtain wall of the first section is installed
The method of beam 4：Inner side first floor beam and outside first floor beam between first curtain wall column 1 and the second curtain wall column 2 is first installed respectively；Then
Two layers of inner side beam and two layers of outside beam between first curtain wall column 1 and the second curtain wall column 2 is installed respectively；
5）The inner side first floor beam and the outside first floor of two section curtain wall beams 4 between first curtain wall column 1 and the second curtain wall column 2 are installed
Beam；
6）Two sections of second curtain wall column 2 and its corresponding beam are installed；
7）The remaining section of first curtain wall column 1 and the second curtain wall column 2 and its corresponding beam are installed successively.
Inner side first floor beam described in the present embodiment, outside first floor beam, two layers of inner side beam and two layers of outside beam include V-arrangement section
Point, and one of galianconism of V-arrangement node two is connected with long beam；Two layers of beam of one group of inner side first floor beam and one group of inner side are successively
Connection, forms continuous V-arrangement；Two layers of beam of first floor beam and one group of outside are sequentially connected on the outside of described one group, form continuous V-arrangement.
Installed described in the present embodiment in step 1 further comprising the steps of before the first section of one group of first curtain wall column 1：Repetition measurement
The horizontal level and absolute altitude of bottom aseismatic bearing, adjust and ensure the positioning precision of aseismatic bearing；Aseismatic bearing is fixed temporarily；One
Cable wind rope auxiliary positioning is set during the first section installation of the first curtain wall column 1 of group.
Described above is only the preferred embodiment of the present invention, it should be noted that for those skilled in the art
For, under the premise without departing from the principles of the invention, some improvement can also be made, these improvement also should be regarded as the guarantor of the present invention
Protect scope.
Claims (10)
- A kind of 1. curtain wall beam column construction, it is characterised in that：Including rectangular array shape and one group of first curtain wall column being vertically arranged （1）, and it is arranged on one group of first curtain wall column（1）Second curtain wall column of both sides（2）；One group of first curtain wall column（1）On set There is one group of rectangle buttress brace（3）, one group of rectangle buttress brace（3）It is horizontally disposed with successively, itself and one group of first curtain wall column（1）Shape Into the box frame of superposition；Second curtain wall column（2）One group of curtain wall beam is provided between box frame（4）.
- A kind of 2. curtain wall beam column construction according to claim 1, it is characterised in that：The curtain wall beam（4）Set in divergent shape Put, every 4 beams form a curtain wall beam（4）Unit, and it is V-shaped between every adjacent two beams.
- A kind of 3. curtain wall beam column construction according to claim 2, it is characterised in that：The curtain wall beam（4）Summit set In the second curtain wall column（2）On, 4 summits of the ends of its 4 beams respectively with the box frame in vertical plane are docked.
- A kind of 4. curtain wall beam column construction according to claim 1, it is characterised in that：One group of first curtain wall column（1）On Provided with one group of oblique buttress brace（5）, the oblique buttress brace（5）Set along diagonal of the box frame in vertical plane.
- A kind of 5. curtain wall beam column construction according to claim 1, it is characterised in that：One group of first curtain wall column（1）With Second curtain wall column（2）Bottom is provided with one group of suspension column（6）.
- A kind of 6. curtain wall beam column construction according to claim 5, it is characterised in that：One group of suspension column（6）With ground Connection uses antidetonation ball hinged support or the bearing pin bearing with plain radial bearing.
- A kind of 7. curtain wall beam column construction according to claim 1, it is characterised in that：One group of first curtain wall column（1）With Second curtain wall column（2）Upper end is provided with round end component（7）.
- A kind of 8. installation method of curtain wall beam column construction according to any one of claim 1 to 7, it is characterised in that：Including Following steps：1）One group of first curtain wall column is installed（1）First section, the rectangle buttress brace of first section is installed（3）With oblique buttress brace（5）, Form the box frame of first section；2）One group of first curtain wall column is installed（1）Two sections, install two sections rectangle buttress brace（3）With oblique buttress brace（5）, Form the box frame of two sections；3）First curtain wall column is installed（1）The curtain wall column of both sides second（2）First section；4）First curtain wall column is installed（1）With the second curtain wall column（2）Between first section curtain wall beam（4）；The first section is installed Curtain wall beam（4）Method：First curtain wall column is first installed respectively（1）With the second curtain wall column（2）Between inner side first floor beam and outer Side first floor beam；Then first curtain wall column is installed respectively（1）With the second curtain wall column（2）Between two layers of inner side beam and two layers of outside Beam；5）First curtain wall column is installed（1）With the second curtain wall column（2）Between two section curtain wall beams（4）Inner side first floor beam and outside First floor beam；6）Second curtain wall column is installed（2）Two sections and its corresponding beam；7）First curtain wall column is installed successively（1）With the second curtain wall column（2）Remaining section and its corresponding beam.
- A kind of 9. installation method of curtain wall beam column construction according to claim 8, it is characterised in that：The inner side first floor Beam, outside first floor beam, two layers of inner side beam and two layers of outside beam include V-arrangement node, and one of galianconism of V-arrangement node two is even It is connected to long beam；Two layers of beam of one group of inner side first floor beam and one group of inner side are sequentially connected, and form continuous V-arrangement；Outside described one group Two layers of beam of side first floor beam and one group of outside are sequentially connected, and form continuous V-arrangement.
- A kind of 10. installation method of curtain wall beam column construction according to claim 8, it is characterised in that：Pacify in the step 1 Fill one group of first curtain wall column（1）First section before it is further comprising the steps of：The horizontal level and absolute altitude of repetition measurement bottom aseismatic bearing, Adjust and ensure the positioning precision of aseismatic bearing；Aseismatic bearing is fixed temporarily；One group of first curtain wall column（1）First section installation when Cable wind rope auxiliary positioning is set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710906544.8A CN107795049B (en) | 2017-09-29 | 2017-09-29 | Curtain wall beam column structure and mounting method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710906544.8A CN107795049B (en) | 2017-09-29 | 2017-09-29 | Curtain wall beam column structure and mounting method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107795049A true CN107795049A (en) | 2018-03-13 |
| CN107795049B CN107795049B (en) | 2023-04-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710906544.8A Active CN107795049B (en) | 2017-09-29 | 2017-09-29 | Curtain wall beam column structure and mounting method thereof |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB923722A (en) * | 1958-06-05 | 1963-04-18 | Walter Ciro Cavecchi | Improvements in or relating to a curtain-wall intended to be fitted on or in a building framework |
| CN102011455A (en) * | 2010-11-16 | 2011-04-13 | 江苏沪宁钢机股份有限公司 | Complex annular shed bending and twisting component and manufacturing method thereof |
| CN102535693A (en) * | 2011-12-16 | 2012-07-04 | 广州市第一建筑工程有限公司 | Curtain wall column mounting method and mounting device |
| CN203514579U (en) * | 2013-09-18 | 2014-04-02 | 浙江正华装饰设计工程有限公司 | Reflection glass curtain wall convenient to install |
| CN204001306U (en) * | 2014-07-07 | 2014-12-10 | 中国建筑一局(集团)有限公司 | A kind of clay plate curtain wall beam column decorating structure |
| CN206053078U (en) * | 2016-08-31 | 2017-03-29 | 深圳市广田方特幕墙科技有限公司 | Curtain wall decoration pole unit and type unitized curtain wall edge list |
| CN207296110U (en) * | 2017-09-29 | 2018-05-01 | 北京城建集团有限责任公司 | A kind of curtain wall beam column construction |
-
2017
- 2017-09-29 CN CN201710906544.8A patent/CN107795049B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB923722A (en) * | 1958-06-05 | 1963-04-18 | Walter Ciro Cavecchi | Improvements in or relating to a curtain-wall intended to be fitted on or in a building framework |
| CN102011455A (en) * | 2010-11-16 | 2011-04-13 | 江苏沪宁钢机股份有限公司 | Complex annular shed bending and twisting component and manufacturing method thereof |
| CN102535693A (en) * | 2011-12-16 | 2012-07-04 | 广州市第一建筑工程有限公司 | Curtain wall column mounting method and mounting device |
| CN203514579U (en) * | 2013-09-18 | 2014-04-02 | 浙江正华装饰设计工程有限公司 | Reflection glass curtain wall convenient to install |
| CN204001306U (en) * | 2014-07-07 | 2014-12-10 | 中国建筑一局(集团)有限公司 | A kind of clay plate curtain wall beam column decorating structure |
| CN206053078U (en) * | 2016-08-31 | 2017-03-29 | 深圳市广田方特幕墙科技有限公司 | Curtain wall decoration pole unit and type unitized curtain wall edge list |
| CN207296110U (en) * | 2017-09-29 | 2018-05-01 | 北京城建集团有限责任公司 | A kind of curtain wall beam column construction |
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| CN107795049B (en) | 2023-04-07 |
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