CN201850645U - Combined steel box girder building system - Google Patents
Combined steel box girder building system Download PDFInfo
- Publication number
- CN201850645U CN201850645U CN2010206198352U CN201020619835U CN201850645U CN 201850645 U CN201850645 U CN 201850645U CN 2010206198352 U CN2010206198352 U CN 2010206198352U CN 201020619835 U CN201020619835 U CN 201020619835U CN 201850645 U CN201850645 U CN 201850645U
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- box
- box girder
- case beam
- well
- building system
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Abstract
The utility model relates to a combined steel box girder building system, which comprises a groined box girder frame, a plurality of layers of galleries which are sequentially arranged below the groined box girder frame, a plurality of hanging posts which are used for erecting the galleries, and eight supporting columns which are used for supporting the groined box girder frame, wherein the groined box girder frame consists of two groups of transverse box girders and two groups of longitudinal box girders which are respectively intersected with each other, the two ends of the transverse box girders and the two ends of the longitudinal box girders are respectively erected on the ground through the supporting columns, the upper ends of the hanging posts are respectively and fixedly connected with the lower ends of the two groups of transverse box girders, and the galleries are respectively connected with the hanging posts and are sequentially hung below the groined box girder frame. The combined steel box girder building system has the advantages that the structure is novel and the space of a bottom floor is large; and since other floors above the bottom floor are sequentially hung below the groined box girder frame from the top to the bottom, no supports are arranged between the other floors and the bottom floor and the other floors are erected by the galleries, the overall fabrication cost is low and the fabrication process is simple.
Description
Technical field
The utility model relates to a kind of building system, particularly a kind of combination steel case beam building system.
Background technology
Steel building of the prior art system, its floor is built from the bottom up successively, and not only construction is complicated, and cost of manufacture is big, and because bottom needs support column or carrying wall to support all the other floors, causes bottom space little.
Summary of the invention
The purpose of this utility model is exactly the weak point in the background technology, and a kind of combination steel case beam building system and building method thereof are provided.
For achieving the above object, the utility model adopts following technical scheme: combination steel case beam building system, comprise " well " font box-girder framework, several layers is successively set on the vestibule of " well " font box-girder framework below, somely be used to set up the davit of vestibule and the support column of eight supports " well " font box-girder framework, " well " font box-girder framework is intersected in twos respectively by two groups of horizontal case beams and two groups of vertical box beams and constitutes, set up on the ground by support column respectively at the two ends of horizontal case beam and the two ends of vertical box beam, fixedly connected with two groups of horizontal case beam lower ends respectively in each davit upper end, each vestibule is connected with each davit respectively and is hung at successively below " well " font box-girder framework.
For a kind of optimization of the present utility model, the cross section of described horizontal case beam and vertical box beam is trapezoidal, and the area of the cross section at horizontal case beam or vertical box beam two ends is less than the cross sectional area at horizontal case beam or vertical box beam middle part.
The utility model is compared with background technology, has novel structure, bottom space is big, above other floors of bottom all hang successively from top to bottom and are located under " well " font box-girder framework, do not have between other floors and the bottom and support, described other floors are built by vestibule, and the integral manufacturing cost is low, make simple.
Description of drawings
Fig. 1 is the structural representation of combination steel case beam building system.
Fig. 2 is the structural representation of " well " font box-girder framework.
The specific embodiment
Embodiment 1: with reference to Fig. 1 and 2.Combination steel case beam building system, comprise " well " font box-girder framework 1, several layers is successively set on the vestibule 4 of " well " font box-girder framework 1 below, somely be used to set up the davit 3 of vestibule 4 and the support column 2 of eight supports " well " font box-girder framework, " well " font box-girder framework 1 is intersected in twos respectively by two groups of horizontal case beam 1b and two groups of vertical box beam 1a and constitutes, set up on the ground by support column 2 respectively at the two ends of horizontal case beam 1b and the two ends of vertical box beam 1a, fixedly connected with two groups of horizontal case beam 1b lower ends respectively in each davit 3 upper end, each vestibule 4 is connected with each davit 3 respectively and is hung at " well " font box-girder framework 1 below successively.The cross section of described horizontal case beam 1b and vertical box beam 1a is trapezoidal, and the area of the cross section at horizontal case beam 1b or vertical box beam 1a two ends is less than the cross sectional area at horizontal case beam 1b or vertical box beam 1a middle part.Described horizontal case beam 1b whole height direction is curved, and vertical box beam 1a short transverse and horizontal direction are all curved, and its low degree down.
A kind of building method that makes up steel case beam building system, it may further comprise the steps:
A, assembling and welding " well " font box-girder framework 1;
B, respectively at eight support columns 2 of ground assigned address fixed installation;
C, 1 of " well " font box-girder framework is winched to support column 2 upper ends, eight external parts of " well " font box-girder framework 1 are fixedlyed connected with eight support columns 2 respectively by lifting machine;
D, fixedly mount some davits 3 respectively in the horizontal case beam 1b lower end of " well " font box-girder framework 1;
E, davit 3 is divided into some aspects, sets up vestibule 4 from top to bottom successively on each aspect, each vestibule 4 is fixedlyed connected with davit 3 respectively.
What need understand is: though present embodiment is to the utility model detailed explanation of contrasting; but these explanations; just to simple declaration of the present utility model; rather than to the restriction of utility model; any innovation and creation that do not exceed in the utility model connotation all fall in the protection domain of the present utility model.
Claims (2)
1. one kind is made up steel case beam building system, it is characterized in that: described combination steel case beam building system comprises " well " font box-girder framework, several layers is successively set on the vestibule of " well " font box-girder framework below, somely be used to set up the davit of vestibule and the support column of eight supports " well " font box-girder framework, " well " font box-girder framework is intersected in twos respectively by two groups of horizontal case beams and two groups of vertical box beams and constitutes, set up on the ground by support column respectively at the two ends of horizontal case beam and the two ends of vertical box beam, fixedly connected with two groups of horizontal case beam lower ends respectively in each davit upper end, each vestibule is connected with each davit respectively and is hung at successively below " well " font box-girder framework.
2. combination steel case beam building system according to claim 1, it is characterized in that: the cross section of described horizontal case beam and vertical box beam is trapezoidal, and the area of the cross section at horizontal case beam or vertical box beam two ends is less than the cross sectional area at horizontal case beam or vertical box beam middle part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206198352U CN201850645U (en) | 2010-11-23 | 2010-11-23 | Combined steel box girder building system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206198352U CN201850645U (en) | 2010-11-23 | 2010-11-23 | Combined steel box girder building system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201850645U true CN201850645U (en) | 2011-06-01 |
Family
ID=44093044
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206198352U Expired - Fee Related CN201850645U (en) | 2010-11-23 | 2010-11-23 | Combined steel box girder building system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201850645U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111827468A (en) * | 2020-07-13 | 2020-10-27 | 扬州大学 | Assembled hangs steel-wood structural system |
-
2010
- 2010-11-23 CN CN2010206198352U patent/CN201850645U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111827468A (en) * | 2020-07-13 | 2020-10-27 | 扬州大学 | Assembled hangs steel-wood structural system |
| CN111827468B (en) * | 2020-07-13 | 2022-02-11 | 扬州大学 | Assembled hangs steel-wood structural system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110601 Termination date: 20171123 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |