CN106884477B - Stable deformed steel structure building and construction process thereof - Google Patents
Stable deformed steel structure building and construction process thereof Download PDFInfo
- Publication number
- CN106884477B CN106884477B CN201710273917.2A CN201710273917A CN106884477B CN 106884477 B CN106884477 B CN 106884477B CN 201710273917 A CN201710273917 A CN 201710273917A CN 106884477 B CN106884477 B CN 106884477B
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- roof truss
- curtain wall
- truss
- support column
- side support
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/08—Vaulted roofs
- E04B7/10—Shell structures, e.g. of hyperbolic-parabolic shape; Grid-like formations acting as shell structures; Folded structures
- E04B7/105—Grid-like structures
Abstract
The utility model discloses a stable deformed steel structure building, which comprises: the roof truss structure comprises a main body structure, a roof truss structure and a curtain wall structure, wherein the main body structure is provided with a floor steel girder structure and a floor truss structure, the roof truss structure is arranged above the main body structure, the curtain wall structure is provided with an inner support column, side support columns and transverse support columns, the inner support column is arranged below the roof truss structure, the side support columns are arranged below the periphery of the roof truss structure, and the transverse support columns are arranged on the transverse direction of the side support columns. According to the utility model, the floor steel girder structure and the floor truss structure are additionally arranged in the main structure, so that a complete steel structure building is truly realized, and meanwhile, the floor steel girder structure and the floor truss structure are mutually matched with the roof truss structure and the curtain wall structure, so that the whole building realizes high-strength stability and supporting performance, and particularly, the curtain wall structure in the application not only realizes simple supporting performance, but also simultaneously realizes the shape requirement of a customer, and further, the construction requirement of the customer is better met.
Description
Technical Field
The utility model belongs to the field of production and manufacturing, and particularly relates to a stable deformed steel structure building and a construction process thereof.
Background
Along with the rapid development of social economy, various industries are continuously developed, so are the construction industries, most of the construction industries are concrete constructions, the concrete constructions have longer whole construction period due to the nature of construction materials, the requirements on climate are higher, the number of workers is higher, however, the requirements of constructors and clients are obviously not really met for the current fast-paced social state, and the production of steel structure constructions is promoted.
Meanwhile, the concrete building has various limitations on the shape of the roof when being designed due to the problem of the material of the concrete building, so that most of the roofs of the concrete building seen by people are flat tops or triangular roofs, the demands of people are hardly met for the current colorful society, the coordinate building is often heard in the current life, only the building has certain uniqueness, and most of the existing steel structure building is only provided with the periphery, the inside of the existing steel structure building is also the concrete building, the whole construction period is still long, and the current concrete building cannot meet the demands of construction.
Disclosure of Invention
The utility model aims to: in order to overcome the defects, the utility model aims to provide the stable special-shaped steel structure building which is simple in structure and reasonable in design, and the floor steel girder structure and the floor truss structure are arranged in the curtain wall, so that the using amount of concrete is reduced to the minimum, and a better effect is realized.
The technical scheme is as follows: in order to achieve the above object, the present utility model provides a stable and deformed steel structure building, comprising: the roof truss structure comprises a main body structure, a roof truss structure and a curtain wall structure, wherein the main body structure is internally provided with a floor steel girder structure and a floor truss structure, the roof truss structure is arranged above the main body structure, the curtain wall structure is provided with an inner support column, a side support column and a transverse support column, the inner support column is arranged below the roof truss structure, the side support column is arranged below the periphery of the roof truss structure, and the transverse support column is arranged on the transverse direction of the side support column.
According to the stable deformed steel structure building, the floor steel beam structure and the floor truss structure are additionally arranged in the main body structure, so that the complete steel structure building is truly realized, meanwhile, the stable deformed steel structure building is matched with the roof truss structure and the curtain wall structure, the whole building achieves high-strength stability and supporting performance, and particularly, the curtain wall structure in the application not only achieves simple supporting performance, but also achieves the requirements of customers on the shape, and further better meets the construction requirements.
The curtain wall structure is provided with the first curtain wall structure and the second curtain wall structure, the first curtain wall structure is internally provided with the side support columns and the transverse support columns, the second curtain wall structure is internally provided with the side support columns, the transverse support columns and the diagonal support columns, the transverse support columns are arranged in the transverse direction of the side support columns, and the diagonal support columns are arranged between the side support columns and the transverse support columns, so that the strength of the curtain wall support can be effectively ensured, the special-shaped requirement of the curtain wall structure is met, and the effect which cannot be realized by a concrete building is realized.
The height of the side support frames positioned at the tail part of the curtain wall in the curtain wall structure is gradually decreased from the middle part of one end of the curtain wall structure to two sides, the lower parts of the side support frames are connected through the transverse trusses, the side support frames are connected with the transverse trusses through the diagonal bracing columns, the gradually decreased side support frames are connected with the transverse trusses through the diagonal bracing columns, so that the high-strength support can be realized, the requirements of designers and customers on special shapes are met, and the requirements of construction and customers are better met.
The roof truss structure comprises the front roof truss and the rear roof truss, the front roof truss is formed by the cross truss and the cantilever truss, the cross truss is arched, the cantilever trusses are arranged on two sides of the cross truss, the cross truss can effectively relieve impact of strong wind on a roof, and the cross truss and the cantilever truss are matched with each other, so that performances of the roof truss in all aspects are greatly improved, and the roof truss is more stable.
According to the utility model, the inner support column adopts the cross steel column, the bottom plate and the steel column are arranged in the cross steel column, wherein a group of stiffening plates and side plates are arranged in the steel column, the stiffening plates are installed in a cross manner, the side plates are arranged on the edges of the outer sides of the stiffening plates, and the reinforcing plates are arranged between the two stiffening plates.
The side support columns adopt box-shaped columns, the box-shaped columns are internally provided with panels, partition plates, webs and upper flange plates, the partition plates are arranged on the panels, the webs are arranged on two sides of the partition plates and fixedly connected with the panels, the upper flange plates are arranged above the two webs, the two ends of the panels are provided with process partition plates, and the partition plates are matched with the webs and the upper flange plates.
The main structure is internally provided with the foundation and the supporting beam, the supporting beam is arranged on the foundation and is connected with the roof truss structure and the curtain wall structure through the connecting piece, and the firmness of the main structure directly influences the stability of the whole building, so that the arrangement of the main structure fundamentally improves the firmness of the foundation of the building to the greatest extent, and further improves the stability of the foundation.
The utility model relates to a construction process of a stable deformed steel structure building, which comprises the following steps:
(1): firstly, constructing and installing a foundation in a main structure according to a construction drawing, and installing a supporting beam on the foundation according to the drawing;
(2): after the support beam is installed, assembling the prefabricated floor steel girder structure and the floor truss structure according to a drawing and fixedly connecting the prefabricated floor steel girder structure and the floor truss structure with a main body structure;
(3): then hoisting a rear roof truss of the roof truss structure;
(4): after the hoisting of the rear roof truss of the middle shaft in the last step is completed, hoisting the first curtain wall structures at two sides of the end part of the rear roof truss, namely, connecting the top and the bottom of the side support columns with the end part of the roof truss and the transverse support columns respectively;
(5): then, hoisting a second curtain wall, close to the tail, of the rear roof truss, namely connecting the side support frames with the transverse truss through the diagonal brace, and hoisting a first curtain wall above the second curtain wall;
(6): repeating the steps (4) and (5) until the support of the rear roof truss is completely hoisted, and hoisting the front roof truss;
(7): the front roof truss is hoisted in the same way as the rear roof truss, and the middle cross truss is hoisted before the front roof truss is hoisted, and then the cantilever trusses on the two sides of the front roof truss are hoisted;
(8): curtain wall structure with cantilever truss and side face thereof after hoisting
Hoisting;
(9): after the current roof truss is lifted, sequentially lifting the roof secondary truss and the roof embedding truss in front of the current roof truss, and manufacturing a bearing system in front of the current roof truss;
(10): then hoisting the upper curtain wall column, the lower curtain wall column and the curtain wall column embedded parts of the roof truss blocks in sequence, so that the whole steel structure building main body is finished;
(11): and finally, constructing a canopy throwing part of the roof truss structure, and detecting the whole building.
The technical scheme can be seen that the utility model has the following beneficial effects:
1. according to the stable deformed steel structure building, the floor steel beam structure and the floor truss structure are additionally arranged in the main body structure, so that the complete steel structure building is truly realized, meanwhile, the stable deformed steel structure building is matched with the roof truss structure and the curtain wall structure, the whole building achieves high-strength stability and supporting performance, and particularly, the curtain wall structure in the application not only achieves simple supporting performance, but also achieves the requirements of customers on the shape, and further better meets the construction requirements.
2. The roof truss structure comprises the front roof truss and the rear roof truss, the front roof truss is formed by the cross truss and the cantilever truss, the cross truss is arched, the cantilever trusses are arranged on two sides of the cross truss, the cross truss can effectively relieve impact of strong wind on a roof, and the cross truss and the cantilever truss are matched with each other, so that performances of the roof truss in all aspects are greatly improved, and the roof truss is more stable.
3. The construction process of the stable deformed steel structure building is simple in the whole process, parts which can be industrialized are prefabricated before construction, and then the whole building is assembled and welded according to construction drawings, so that the whole construction period is greatly shortened, the construction quality of the whole building is improved, the whole stability is improved, and the requirements of construction and customers are better met.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic view of a roof truss structure of the present utility model;
FIG. 3 is a schematic view of the inner support column of the present utility model;
fig. 4 is a schematic structural view of a side support column according to the present utility model.
Detailed Description
The utility model is further elucidated below in connection with the drawings and the specific embodiments.
Example 1
A stable, profiled steel structure building as shown comprising: the roof truss structure comprises a main body structure 1, a roof truss structure 2 and a curtain wall structure 3, wherein a floor steel girder structure and a floor truss structure are arranged in the main body structure 1, the roof truss structure 2 is arranged above the main body structure 1, the curtain wall structure 3 is provided with an inner support column 31, a side support column 32 and a transverse support column 33, the inner support column 31 is arranged below the roof truss structure 2, the side support column 32 is arranged below the periphery of the roof truss structure 2, and the transverse support column 33 is arranged in the transverse direction of the side support column 32.
In this embodiment, the curtain wall structure 3 is provided with a first curtain wall structure and a second curtain wall structure, the first curtain wall structure is provided with a side support column 32 and a transverse support column 33, the second curtain wall structure is provided with a side support column 32, a transverse support column 33 and an inclined support column 34, the transverse support column 33 is arranged in the transverse direction of the side support column 32, and the inclined support column 34 is arranged between the side support column 32 and the transverse support column 33.
In this embodiment, the height of the side support frame 32 located at the tail of the curtain wall in the curtain wall structure 3 gradually decreases from the middle of one end of the curtain wall structure 3 to two sides, the lower parts of the side support frames 32 are connected through transverse trusses, and the side support frames 32 are connected with the transverse trusses through diagonal braces 34.
In this embodiment, the roof truss structure 2 is composed of a front roof truss and a rear roof truss, the front roof truss is composed of a span truss 21 and overhanging trusses 22, the span truss 21 is arched, and the overhanging trusses 22 are arranged on two sides of the span truss 21.
In this embodiment, the inner support column 31 adopts a cross steel column, a bottom plate 311 and a steel column 312 are disposed in the cross steel column, a set of stiffening plates 313 and side plates 314 are disposed in the steel column 312, the stiffening plates 313 are installed in a cross manner, the side plates 314 are disposed on the outer sides of the stiffening plates 313, and a stiffening plate 315 is disposed between the two stiffening plates 313.
In this embodiment, the side support columns 32 are box-shaped columns, wherein a panel 321, a partition plate 322, a web 323 and an upper flange plate 324 are arranged in the box-shaped columns, the partition plate 322 is arranged on the panel 321, the web 323 is arranged on two sides of the partition plate 322 and fixedly connected with the panel 321, the upper flange plate 324 is arranged above the two webs 323, process partition plates 325 are arranged at two ends of the panel 321, and the partition plate 322 is matched with the web 323 and the upper flange plate 324.
Example 2
In this embodiment, the main structure 1 is provided with a foundation and a supporting beam, the supporting beam is arranged on the foundation, and the supporting beam is connected with the roof truss structure 2 and the curtain wall structure 3 through connecting pieces.
A stable, profiled steel structure building as shown comprising: the roof truss structure comprises a main body structure 1, a roof truss structure 2 and a curtain wall structure 3, wherein a floor steel girder structure and a floor truss structure are arranged in the main body structure 1, the roof truss structure 2 is arranged above the main body structure 1, the curtain wall structure 3 is provided with an inner support column 31, a side support column 32 and a transverse support column 33, the inner support column 31 is arranged below the roof truss structure 2, the side support column 32 is arranged below the periphery of the roof truss structure 2, and the transverse support column 33 is arranged in the transverse direction of the side support column 32.
In this embodiment, the curtain wall structure 3 is provided with a first curtain wall structure and a second curtain wall structure, the first curtain wall structure is provided with a side support column 32 and a transverse support column 33, the second curtain wall structure is provided with a side support column 32, a transverse support column 33 and an inclined support column 34, the transverse support column 33 is arranged in the transverse direction of the side support column 32, and the inclined support column 34 is arranged between the side support column 32 and the transverse support column 33.
In this embodiment, the height of the side support frame 32 located at the tail of the curtain wall in the curtain wall structure 3 gradually decreases from the middle of one end of the curtain wall structure 3 to two sides, the lower parts of the side support frames 32 are connected through transverse trusses, and the side support frames 32 are connected with the transverse trusses through diagonal braces 34.
In this embodiment, the roof truss structure 2 is composed of a front roof truss and a rear roof truss, the front roof truss is composed of a span truss 21 and overhanging trusses 22, the span truss 21 is arched, and the overhanging trusses 22 are arranged on two sides of the span truss 21.
In this embodiment, the inner support column 31 adopts a cross steel column, a bottom plate 311 and a steel column 312 are disposed in the cross steel column, a set of stiffening plates 313 and side plates 314 are disposed in the steel column 312, the stiffening plates 313 are installed in a cross manner, the side plates 314 are disposed on the outer sides of the stiffening plates 313, and a stiffening plate 315 is disposed between the two stiffening plates 313.
In this embodiment, the side support columns 32 are box-shaped columns, wherein a panel 321, a partition plate 322, a web 323 and an upper flange plate 324 are arranged in the box-shaped columns, the partition plate 322 is arranged on the panel 321, the web 323 is arranged on two sides of the partition plate 322 and fixedly connected with the panel 321, the upper flange plate 324 is arranged above the two webs 323, process partition plates 325 are arranged at two ends of the panel 321, and the partition plate 322 is matched with the web 323 and the upper flange plate 324.
In this embodiment, the main structure 1 is provided with a foundation and a supporting beam, the supporting beam is arranged on the foundation, and the supporting beam is connected with the roof truss structure 2 and the curtain wall structure 3 through connecting pieces.
The construction process of the stable deformed steel structure building in the embodiment is as follows:
(1): firstly, constructing and installing a foundation in a main body structure 1 according to a construction drawing, and then installing a supporting beam on the foundation according to the drawing;
(2): after the supporting beam is installed, assembling the prepared floor steel girder structure and the floor truss structure according to a drawing and fixedly connecting the floor steel girder structure and the floor truss structure with the main body structure 1;
(3): then hoisting the rear roof truss of the roof truss structure 2;
(4): after the hoisting of the rear roof truss with the central shaft in the last step is completed, hoisting of the first curtain wall structures on two sides of the end part of the rear roof truss is started, namely the top and the bottom of the side support columns 32 are respectively connected with the end part of the roof truss and the transverse support columns 33;
(5): then, hoisting the second curtain wall, close to the tail, of the rear roof truss, namely connecting the side support frames 32 with the transverse truss through the diagonal braces 34, and hoisting the first curtain wall above the second curtain wall;
(6): repeating the steps (4) and (5) until the support of the rear roof truss is completely hoisted, and hoisting the front roof truss;
(7): the front roof truss is hoisted in the same way as the rear roof truss, and the middle cross truss 21 is hoisted before the front roof truss is hoisted, and then the cantilever trusses 22 on the two sides of the front roof truss are hoisted;
(8): after the hanging with the cantilever truss 22 is completed, the curtain wall structure 3 on the side face of the hanging wall structure
Hoisting;
(9): after the current roof truss is lifted, sequentially lifting the roof secondary truss and the roof embedding truss in front of the current roof truss, and manufacturing a bearing system in front of the current roof truss;
(10): then hoisting the upper curtain wall column, the lower curtain wall column and the curtain wall column embedded parts of the roof truss blocks in sequence, so that the whole steel structure building main body is finished;
(11): and finally, constructing a canopy throwing part of the roof truss structure 2, and detecting the whole building.
The foregoing is merely a preferred embodiment of the utility model, and it should be noted that modifications could be made by those skilled in the art without departing from the principles of the utility model, which modifications would also be considered to be within the scope of the utility model.
Claims (1)
1. A construction process of a stable deformed steel structure building is characterized in that: comprising the following steps: the roof truss structure comprises a main structure (1), a roof truss structure (2) and a curtain wall structure (3), wherein a floor steel girder structure and a floor truss structure are arranged in the main structure (1), the roof truss structure (2) is arranged above the main structure (1), the curtain wall structure (3) is provided with an inner support column (31), a side support column (32) and a transverse support column (33), the inner support column (31) is arranged below the roof truss structure (2), the side support column (32) is arranged below the periphery of the roof truss structure (2), and the transverse support column (33) is arranged in the transverse direction of the side support column (32); the curtain wall structure (3) is provided with a first curtain wall structure and a second curtain wall structure, a side support column (32) and a transverse support column (33) are arranged in the first curtain wall structure, a side support column (32), a transverse support column (33) and an inclined support column (34) are arranged in the second curtain wall structure, the transverse support column (33) is arranged in the transverse direction of the side support column (32), and the inclined support column (34) is arranged between the side support column (32) and the transverse support column (33); the height of the side support columns (32) positioned at the tail part of the curtain wall structure (3) is gradually decreased from the middle part of one end of the curtain wall structure (3) to two sides, the lower parts of the side support columns (32) are connected through transverse trusses, and the side support columns (32) are connected with the transverse trusses through diagonal braces (34); the roof truss structure (2) is composed of a front roof truss and a rear roof truss, the front roof truss is composed of a span truss (21) and overhanging trusses (22), the span truss (21) is arched, and the overhanging trusses (22) are arranged on two sides of the span truss (21); the inner support column (31) adopts a cross steel column, a bottom plate (311) and a steel column (312) are arranged in the cross steel column, a group of stiffening plates (313) and side plates (314) are arranged in the steel column (312), the stiffening plates (313) are installed in a crossed mode, the side plates (314) are arranged on the edges of the outer sides of the stiffening plates (313), and a reinforcing plate (315) is arranged between the two stiffening plates (313); the side support columns (32) are box-shaped columns, a panel (321), a partition plate (322), a web plate (323) and an upper flange plate (324) are arranged in the box-shaped columns, the partition plate (322) is arranged on the panel (321), the web plate (323) is arranged on two sides of the partition plate (322) and fixedly connected with the panel (321), the upper flange plate (324) is arranged above the two web plates (323), process partition plates (325) are arranged at two ends of the panel (321), and the partition plate (322) is matched with the web plate (323) and the upper flange plate (324); the main structure (1) is internally provided with a foundation and a supporting beam, the supporting beam is arranged on the foundation and is connected with the roof truss structure (2) and the curtain wall structure (3) through connecting pieces;
the concrete construction process is as follows:
(1): firstly, constructing and installing a foundation in a main body structure (1) according to a construction drawing, and then installing a supporting beam on the foundation according to the drawing;
(2): after the support beam is installed, assembling the prefabricated floor steel girder structure and the floor truss structure according to a drawing and fixedly connecting the prefabricated floor steel girder structure and the floor truss structure with the main body structure (1);
(3): then hoisting the rear roof truss of the roof truss structure (2);
(4): after the hoisting of the rear roof truss with the central shaft in the last step is completed, hoisting of the first curtain wall structures at two sides of the end part of the rear roof truss is started, namely, the top and the bottom of the side support columns (32) are respectively connected with the end part of the roof truss and the transverse support columns (33);
(5): then, hoisting a second curtain wall, close to the tail, of the rear roof truss, namely connecting the side support columns (32) with the transverse truss through the diagonal brace (34), and hoisting a first curtain wall above the second curtain wall;
(6): repeating the steps (4) and (5) until the support of the rear roof truss is completely hoisted, and hoisting the front roof truss;
(7): the front roof truss is hoisted in the same way as the rear roof truss, and the middle cross truss (21) is hoisted before the front roof truss is hoisted, and then the cantilever trusses (22) on two sides of the front roof truss are hoisted;
(8): after the hanging with the cantilever truss (22) is completed, the curtain wall structure (3) on the side surface of the curtain wall structure is arranged
Hoisting;
(9): after the current roof truss is lifted, sequentially lifting the roof secondary truss and the roof embedding truss in front of the current roof truss, and manufacturing a bearing system in front of the current roof truss;
(10): then hoisting the upper curtain wall column, the lower curtain wall column and the curtain wall column embedded parts of the roof truss blocks in sequence, so that the whole steel structure building main body is finished;
(11): and finally, constructing a canopy throwing part by the roof truss structure (2), and detecting the whole building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201710273917.2A CN106884477B (en) | 2017-04-25 | 2017-04-25 | Stable deformed steel structure building and construction process thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710273917.2A CN106884477B (en) | 2017-04-25 | 2017-04-25 | Stable deformed steel structure building and construction process thereof |
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| CN106884477A CN106884477A (en) | 2017-06-23 |
| CN106884477B true CN106884477B (en) | 2023-07-18 |
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| CN115262764B (en) * | 2022-07-11 | 2023-11-10 | 中国建筑土木建设有限公司 | Large-space special-shaped curtain wall steel structure and hoisting construction method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| EP0483360B1 (en) * | 1990-05-18 | 1996-07-17 | Kajima Corporation | Ultra-high multi-story buildings and construction thereof |
| US8371073B2 (en) * | 2010-03-04 | 2013-02-12 | Michael Fuller Architects, Pc | Building with integrated natural systems |
| CN102896472B (en) * | 2012-10-23 | 2015-08-19 | 中国二十二冶集团有限公司 | The preparation method of box type pillar beam |
| 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 |
| CN105298143B (en) * | 2015-05-12 | 2019-06-21 | 江苏南通六建建设集团有限公司 | Polygon hyperboloid open type titanium composite plate curtain wall construction method |
| CN205502230U (en) * | 2016-01-21 | 2016-08-24 | 江南大学 | Dysmorphism curved surface is netted shell and is corniced hybridization structure of truss self -balancing system |
| CN207032472U (en) * | 2017-04-25 | 2018-02-23 | 江苏沪宁钢机股份有限公司 | A kind of stable type different formed steel construction building |
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