CN105133730A - Steel structure office building girder - Google Patents

Steel structure office building girder Download PDF

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Publication number
CN105133730A
CN105133730A CN201510538142.8A CN201510538142A CN105133730A CN 105133730 A CN105133730 A CN 105133730A CN 201510538142 A CN201510538142 A CN 201510538142A CN 105133730 A CN105133730 A CN 105133730A
Authority
CN
China
Prior art keywords
cross beam
crossbeam
office building
angle steel
column
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201510538142.8A
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Chinese (zh)
Inventor
赵建军
赵金元
顾小蕾
赵月华
虞磊磊
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Style Green Building (changshu) Co Ltd
Original Assignee
Style Green Building (changshu) Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Style Green Building (changshu) Co Ltd filed Critical Style Green Building (changshu) Co Ltd
Priority to CN201510538142.8A priority Critical patent/CN105133730A/en
Publication of CN105133730A publication Critical patent/CN105133730A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a steel structure office building girder. The girder comprises a stand column and multiple cross beams carried by the stand column, and each cross beam comprises a first cross beam body, a second cross beam body and an auxiliary beam, wherein the first cross beam bodies are directly connected to the stand column, each second cross beam body is fixedly connected with the corresponding first cross beam body through a flange, and each auxiliary beam penetrates through the corresponding second cross beam body; angle steel shear connectors are installed in each cross beam, the space between every two adjacent angle steel shear connectors in each first cross beam body is 0.5-1 m, and the space between every two adjacent angle steel shear connectors in each second cross beam body is 3.5-4.5 m. By means of the steel structure office building girder, it is facilitated to construct a steel structure system of a low-carbon energy-saving building.

Description

A kind of steel work office building post beam
Technical field
The present invention relates to Fast Construction technical field, particularly relate to a kind of steel structure column beam applied in office building construction.
Background technology
Low-carbon (LC) technical ability be the common task and goal of global human, and low-carbon energy-saving building is one of them important aspect.Existing building is mostly reinforced concrete structure, and cast in situs is time-consuming, and speed is slow, and building waste is many, and waste of raw materials is serious, can not factory modularization produce or Assembling, is unfavorable for building low-carbon energy-saving building.
Summary of the invention
The technical problem that the present invention mainly solves is to provide a kind of steel work office building post beam, is conducive to the steel structures coating building low-carbon energy-saving building.
For solving the problems of the technologies described above, the technical scheme that the present invention adopts is:
A kind of steel work office building post beam is provided, comprise column and be equipped on some crossbeams on described column, described crossbeam comprises the first crossbeam be directly connected on described column, to be connected with described first crossbeam by flange fixing second cross beam and the auxiliary girder that is through in described second cross beam; Be provided with angle steel shear connector in described crossbeam, in described first crossbeam, the spacing between described angle steel shear connector is 0.5 ~ 1m, and in described second cross beam, the spacing between described angle steel shear connector is 3.5 ~ 4.5m.
In a preferred embodiment of the present invention, at least four road reinforcing bars are arranged in described first crossbeam and described second cross beam through described column.
In a preferred embodiment of the present invention, described column is rectangular steel tube.
In a preferred embodiment of the present invention, described crossbeam is open rectangle.
In a preferred embodiment of the present invention, described crossbeam is placed with some shear stud.
In a preferred embodiment of the present invention, the spacing between the spacing of described shear stud and the described angle steel shear connector on described second cross beam is identical.
The invention has the beneficial effects as follows: a kind of steel work office building of the present invention post beam, the arrangement of angle steel shear connector makes structure more stable, has saved steel, and office building can be made to construct more convenient, Components installation is quick.
Accompanying drawing explanation
Fig. 1 is the perspective view of a preferred embodiment of the present invention;
In accompanying drawing, the mark of each parts is as follows: 1, column, and 21, first crossbeam, 22, second cross beam, 23, auxiliary girder, 24, angle steel shear connector, 25, shear stud, 26, flange.
Detailed description of the invention
Below in conjunction with accompanying drawing, preferred embodiment of the present invention is described in detail, can be easier to make advantages and features of the invention be readily appreciated by one skilled in the art, thus more explicit defining is made to protection scope of the present invention.
A kind of steel work office building post beam, the some crossbeams comprising column 1 and be equipped on described column 1, described column 1 is rectangular steel tube, described crossbeam comprises the first crossbeam 21 be directly connected on described column 1, the second cross beam 22 connecting fixing by flange 26 and described first crossbeam 21 and the auxiliary girder 23 be through in described second cross beam 22, and described crossbeam is all open rectangle.Be provided with angle steel shear connector 24 in described crossbeam, in described first crossbeam 21, the spacing between described angle steel shear connector 24 is 0.5 ~ 1m, and in described second cross beam 22, the spacing between described angle steel shear connector 24 is 3.5 ~ 4.5m.Described crossbeam is placed with some shear stud 25, and the spacing between the spacing of described shear stud 25 and the described angle steel shear connector 24 on described second cross beam 22 is identical.
Fill concrete in column 1, has at least four road reinforcing bars to be arranged in described first crossbeam 21 and described second cross beam 22 through described column 1.
The present invention can adapt to the needs of the office buildings thing of Fast Construction etc., and the arrangement of angle steel shear connector 24 makes structure more stable, has saved steel, and office building can be made to construct more convenient, Components installation is quick.
The foregoing is only embodiments of the invention; not thereby the scope of the claims of the present invention is limited; every utilize manual of the present invention and accompanying drawing content to do equivalent structure or equivalent flow process conversion; or be directly or indirectly used in other relevant technical fields, be all in like manner included in scope of patent protection of the present invention.

Claims (6)

1. a steel work office building post beam, it is characterized in that, comprise column and be equipped on some crossbeams on described column, described crossbeam comprises the first crossbeam be directly connected on described column, to be connected with described first crossbeam by flange fixing second cross beam and the auxiliary girder that is through in described second cross beam; Be provided with angle steel shear connector in described crossbeam, in described first crossbeam, the spacing between described angle steel shear connector is 0.5 ~ 1m, and in described second cross beam, the spacing between described angle steel shear connector is 3.5 ~ 4.5m.
2. steel work office building post beam according to claim 1, is characterized in that, at least four road reinforcing bars are arranged in described first crossbeam and described second cross beam through described column.
3. steel work office building post beam according to claim 1, it is characterized in that, described column is rectangular steel tube.
4. steel work office building post beam according to claim 1, it is characterized in that, described crossbeam is open rectangle.
5. steel work office building post beam according to claim 4, is characterized in that, described crossbeam is placed with some shear stud.
6. steel work office building post beam according to claim 5, is characterized in that, the spacing between the spacing of described shear stud and the described angle steel shear connector on described second cross beam is identical.
CN201510538142.8A 2015-08-28 2015-08-28 Steel structure office building girder Pending CN105133730A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510538142.8A CN105133730A (en) 2015-08-28 2015-08-28 Steel structure office building girder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510538142.8A CN105133730A (en) 2015-08-28 2015-08-28 Steel structure office building girder

Publications (1)

Publication Number Publication Date
CN105133730A true CN105133730A (en) 2015-12-09

Family

ID=54719277

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510538142.8A Pending CN105133730A (en) 2015-08-28 2015-08-28 Steel structure office building girder

Country Status (1)

Country Link
CN (1) CN105133730A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110761487A (en) * 2019-10-31 2020-02-07 北京天邦巨成科技有限公司 Cross beam structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110761487A (en) * 2019-10-31 2020-02-07 北京天邦巨成科技有限公司 Cross beam structure

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Application publication date: 20151209