CN204551731U - A kind of full steel structure building - Google Patents
A kind of full steel structure building Download PDFInfo
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- CN204551731U CN204551731U CN201520034088.9U CN201520034088U CN204551731U CN 204551731 U CN204551731 U CN 204551731U CN 201520034088 U CN201520034088 U CN 201520034088U CN 204551731 U CN204551731 U CN 204551731U
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Abstract
The utility model belongs to steel work applied technical field, and specifically disclose a kind of full steel structure building, be made up of stub assembly, housing cartridge module and Core Walls Structure assembly, wherein, Core Walls Structure assembly is positioned at housing cartridge module.A kind of full steel structure building beneficial effect of the present utility model is: 1, its structure is simple, assembling, precisely convenient, overall all steel assembly adopts low-alloy high-strength steel Q345B(c<0.2% simultaneously), good combination property, cryogenic property is good, cold stamping performance, welding performance and machinability good; 2, the honeycomb-shaped structure that forms of steel column, H profile steel beam and steel girder box, supporting & stablizing, reliable, bearing capacity is large.
Description
Technical field
The utility model belongs to steel work applied technical field, is specifically related to a kind of full steel structure building.
Background technology
Xiamen generation emigrant Central Engineering Establishment integrates business, the multifunctional comprehensive of handling official business, large-scale 5A first class office premises building.This project scale of construction is huge, influence power is large, multiple functional, novel structure, architectural appearance is graceful, and clear-cut individuality, project base is positioned at Dao Nei Siming District, Xiamen City, faces each other across the sea with Gulang Island.East side is for building precious garden residence community, and next-door neighbour international trade seascape apartment, southern side, next-door neighbour Lu Jiang road, west side, Ocean Mansion is closed in north side, takes up an area the gross area 3637.1 square metres.This engineering is single building, and the first floor is hall and property management room; 2 layers-23 layers is office occupancy; Basement is garage, device rooms, and Weight of steel is 10500 tons.
This engineering is located in seashore, Xiamen on the one hand, affect more by the astronomical spring tide of Xiamen seawater, therefore the security protection of Steel Structure Installation construction operation is the heavy difficult point of this engineering contrary sequence method under stub deep-well, simultaneously construction area is owing to being in below ground, place dark moist, space is relatively airtight, air circulation is bad and above operation side and surrounding structure not yet firm.The generation of the accidents such as electric shock, poisoning, landslide is should be specifically noted that in construction, on the other hand because the scale of construction of structural element is larger, various informative, Unit Weight weight, how classifying rationally lifting elements, makes full use of the performance of crane gear, reduces high altitude bulk and overhead welding as far as possible, improving installation effectiveness, is the problem that should first consider.
Therefore, based on the problems referred to above, the utility model provides a kind of full steel structure to build.
Utility model content
Utility model object: the purpose of this utility model is to provide a kind of full steel structure building, its structure is simple, be convenient to install accurately and good looking appearance, improves the safety of project installation operating efficiency and construction and installation.
Technical scheme: a kind of full steel structure building, be made up of stub assembly, housing cartridge module and Core Walls Structure assembly, wherein, Core Walls Structure assembly is positioned at housing cartridge module; Described stub assembly, comprise layer of concrete, and the Ma Dun be evenly arranged on layer of concrete, and the support angle steel be arranged on Ma Dun, and with support the double-deck ring flat-plate of Bolted angle connection, and one end is arranged on layer of concrete, the other end run through double-deck ring flat-plate and be positioned at the reference column that above double-deck ring flat-plate, steel column base is connected, and the positioning bolt be connected with reference column; Described housing cartridge module, comprise brace steel post, steel column, H profile steel beam and steel girder box, wherein, steel column, H profile steel beam and steel girder box assemble formation honeycomb-shaped structure successively, brace steel post one end is connected with steel column base, and the honeycomb-shaped structure that the other end is formed with steel column, H profile steel beam and steel girder box is connected; Described Core Walls Structure assembly, comprises concrete filled steel tubular column, girder steel and bracing members, and wherein, girder steel is arranged between adjacent concrete filled steel tubular column, bracing members two ends respectively joint steel pipe concrete post and girder steel and form V-arrangement braced structures.
The technical program, described concrete filled steel tubular column and girder steel are arranged respectively and evenly has connection bracket.
The technical program, described steel column base is set to rectangle, is set to the structure identical with steel column base with brace steel post one end that steel column base connects and is provided with locating hole.
The technical program, described brace steel post is made up of two sections of steel columns.
The technical program, described full steel structure building also comprises the four layers of steel work being arranged on housing cartridge module and being connected with below Core Walls Structure assembly and with brace steel post.
Compared with prior art, a kind of full steel structure building beneficial effect of the present utility model is: 1, its structure is simple, assembling, precisely convenient, overall all steel assembly adopts low-alloy high-strength steel Q345B (c<0.2%) simultaneously, good combination property, cryogenic property is good, cold stamping performance, welding performance and machinability good; 2, the honeycomb-shaped structure that forms of steel column, H profile steel beam and steel girder box, supporting & stablizing, reliable, bearing capacity is large.
Accompanying drawing explanation
Fig. 1 is a kind of full steel structure building stub structural representation of the present utility model;
Fig. 2 and Fig. 4 is a kind of full steel structure building housing cartridge module of the present utility model and brace steel post structural representation;
Fig. 3 and Fig. 5 is a kind of full steel structure building housing cylinder Core Walls Structure modular construction schematic diagram of the present utility model;
Fig. 6 is a kind of full steel structure building integral structural facades schematic diagram of the present utility model;
Fig. 7, Fig. 8, Fig. 9 and Figure 10 are Workshop Production assembling, the detection schematic diagram of a kind of full steel structure building integral structure of the present utility model;
Wherein, in figure, sequence number is as follows: 1-layer of concrete, 2-Ma Dun, 3-support angle steel, 4-ring flat-plate, 5-steel column base, 6-positioning bolt, 7-brace steel post, 8-concrete filled steel tubular column, 9-steel column, 10-H section steel beam, 11-steel girder box, 12-girder steel, 13-bracing members, 14-reference column, 15-connect bracket.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, illustrate the utility model further.
A kind of full steel structure building as shown in Figures 1 to 6, be made up of stub assembly, housing cartridge module and Core Walls Structure assembly, wherein, Core Walls Structure assembly is positioned at housing cartridge module; Described stub assembly, comprise layer of concrete 1, and the horse pier 2 be evenly arranged on layer of concrete 1, and the support angle steel 3 be arranged on horse pier 2, and with support the double-deck ring flat-plate 4 that is connected of angle steel 3, and one end is arranged on layer of concrete 1, the other end run through double-deck ring flat-plate 4 and be positioned at the reference column 14 that above double-deck ring flat-plate 4, steel column base 5 is connected, and the positioning bolt 6 be connected with reference column 14; Housing cartridge module, comprise brace steel post 7, steel column 9, H profile steel beam 10 and steel girder box 11, wherein, steel column 9, H profile steel beam 10 and steel girder box 11 are assembled successively and are formed honeycomb-shaped structure, brace steel post 7 one end is connected with steel column base 5, and the honeycomb-shaped structure that the other end is formed with steel column 9, H profile steel beam 10 and steel girder box 11 is connected; Core Walls Structure assembly, comprises concrete filled steel tubular column 8, girder steel 12 and bracing members 13, and wherein, girder steel 12 is arranged between adjacent concrete filled steel tubular column 8, bracing members 13 two ends respectively joint steel pipe concrete post 8 and girder steel 12 and form V-arrangement braced structures.
Preferred further, concrete filled steel tubular column 8 is connected bracket 15 with girder steel 12 being arranged respectively evenly have, and for fixing bracing members 13, ensures bearing capacity and the stability of integral core cartridge module; Steel column base 5 is set to rectangle, and brace steel post 7 one end connected with steel column base 5 is set to the structure identical with steel column base 5 and is provided with locating hole, installs and rapidly and efficiently stablizes; Brace steel post 7 is made up of two sections of steel columns, ensures that institute supports the housing cartridge module and the stability of Core Walls Structure assembly fixed; Full steel structure building also comprises the four layers of steel work being arranged on housing cartridge module and being connected with below Core Walls Structure assembly and with brace steel post 7, improves brace steel post 7 off-balancesheet frame cartridge module and Core Walls Structure modular support dynamics over the ground.
Embodiment
The housing cartridge module of this full steel structure and Core Walls Structure assembly all adopt assembled (carry out in the consolidation shed that factory is special, the horizontal assembled method of assembled employing is carried out assembled) assembling process flow process in advance as follows: horizontal assembled moulding bed making-steel column horizontal direction segmented assembly location-girder steel, bracing members location-inspection-supervising engineer inspection-component application-be up to the standards and dispatch from the factory; Be illustrated in figure 7 the horizontal assembled moulding bed schematic diagram of made housing cartridge module, the pre-assembled schematic diagram of factory being illustrated in figure 8 housing cartridge module (guarantees that high-strength bolt connects the disposable qualification rate of perforation, thus ensure in-site installation precision), as shown in Figure 9 detection schematic diagram (employing total powerstation) is carried out to the preframed housing cartridge module of factory of institute, be the made horizontal assembled moulding bed schematic diagram of Core Walls Structure assembly as shown in Figure 10, above obtained housing cartridge module, Core Walls Structure assembly are detected, as shown in table 1 is examination criteria and requirement)
Table 1
Four layers of steel work of this all steel building structure, comprise 26 steel columns and 4 layers of girder steel (containing the first floor), steel column cross section mainly adopts box-type section, sectional dimension is larger, be mainly 1500X900X35,1300X800X35,900X800X35,1100X800X35, fill with C60 concrete in steel column, floor girder steel is H profile steel beam simultaneously, be mainly welded H section steel beam, local secondary beam is Rolled H-section beam.This engineering is full steel structure, steel structural form is complicated, main building lateral resisting structure system is in order to resist earthquake and wind load, peripheral structure is fully combined with architectural image, elevation of building moulding is realized with square steel pipe batter post and square steel pipe beam, also be vertical load-bearing and lateral force resistance structural system, housing batter post crosses at B1, changes concrete-filled steel square tubular column under it simultaneously.
The above is only preferred embodiment of the present utility model; it should be pointed out that for those skilled in the art, under the prerequisite not departing from the utility model principle; can also make some improvement, these improvement also should be considered as protection domain of the present utility model.
Claims (5)
1. a full steel structure building, it is characterized in that: be made up of stub assembly, housing cartridge module and Core Walls Structure assembly, wherein, Core Walls Structure assembly is positioned at housing cartridge module; Described stub assembly, comprise layer of concrete (1), and the Ma Dun (2) be evenly arranged on layer of concrete (1), and the support angle steel (3) be arranged on Ma Dun (2), and with support angle steel (3) the double-deck ring flat-plate (4) that is connected, and one end is arranged on layer of concrete (1), the other end run through double-deck ring flat-plate (4) and be positioned at double-deck ring flat-plate (4) top steel column base (5) reference column (14) that is connected, and the positioning bolt (6) be connected with reference column (14); Described housing cartridge module, comprise brace steel post (7), steel column (9), H profile steel beam (10) and steel girder box (11), wherein, steel column (9), H profile steel beam (10) and steel girder box (11) are assembled successively and are formed honeycomb-shaped structure, brace steel post (7) one end is connected with steel column base (5), and the honeycomb-shaped structure that the other end is formed with steel column (9), H profile steel beam (10) and steel girder box (11) is connected; Described Core Walls Structure assembly, comprise concrete filled steel tubular column (8), girder steel (12) and bracing members (13), wherein, girder steel (12) is arranged between adjacent concrete filled steel tubular column (8), bracing members (13) two ends respectively joint steel pipe concrete post (8) and girder steel (12) and formation V-arrangement braced structures.
2. a kind of full steel structure building according to claim 1, is characterized in that: described concrete filled steel tubular column (8) and girder steel (12) are arranged respectively evenly connection bracket (15).
3. a kind of full steel structure building according to claim 1, it is characterized in that: described steel column base (5) is set to rectangle, be set to the structure identical with steel column base (5) with brace steel post (7) one end that steel column base (5) connects and be provided with locating hole.
4. a kind of full steel structure building according to claim 1, is characterized in that: described brace steel post (7) is made up of two sections of steel columns.
5. a kind of full steel structure building according to claim 1, is characterized in that: described full steel structure building, also comprises the four layers of steel work being arranged on housing cartridge module and being connected with below Core Walls Structure assembly and with brace steel post (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520034088.9U CN204551731U (en) | 2015-01-19 | 2015-01-19 | A kind of full steel structure building |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520034088.9U CN204551731U (en) | 2015-01-19 | 2015-01-19 | A kind of full steel structure building |
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| CN204551731U true CN204551731U (en) | 2015-08-12 |
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| CN201520034088.9U Active CN204551731U (en) | 2015-01-19 | 2015-01-19 | A kind of full steel structure building |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863042A (en) * | 2015-01-19 | 2016-08-17 | 江苏沪宁钢机股份有限公司 | All-steel structure building and construction method thereof |
| CN106703198A (en) * | 2016-11-23 | 2017-05-24 | 同济大学建筑设计研究院(集团)有限公司 | Ultra-high-steel-structured core tube structure system with supporting frame |
-
2015
- 2015-01-19 CN CN201520034088.9U patent/CN204551731U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863042A (en) * | 2015-01-19 | 2016-08-17 | 江苏沪宁钢机股份有限公司 | All-steel structure building and construction method thereof |
| CN106703198A (en) * | 2016-11-23 | 2017-05-24 | 同济大学建筑设计研究院(集团)有限公司 | Ultra-high-steel-structured core tube structure system with supporting frame |
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