CN205116556U - Novel concrete combination beam - Google Patents

Novel concrete combination beam Download PDF

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Publication number
CN205116556U
CN205116556U CN201520872005.3U CN201520872005U CN205116556U CN 205116556 U CN205116556 U CN 205116556U CN 201520872005 U CN201520872005 U CN 201520872005U CN 205116556 U CN205116556 U CN 205116556U
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CN
China
Prior art keywords
steel plate
flange steel
concrete
stud
tack
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.)
Expired - Fee Related
Application number
CN201520872005.3U
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Chinese (zh)
Inventor
张弛
仉明坤
彭伟
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.)
Shandong University of Science and Technology
Original Assignee
Shandong University of Science and Technology
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 Shandong University of Science and Technology filed Critical Shandong University of Science and Technology
Priority to CN201520872005.3U priority Critical patent/CN205116556U/en
Application granted granted Critical
Publication of CN205116556U publication Critical patent/CN205116556U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a novel concrete combination beam belongs to the building, for bridge structural element, and at present, traditional concrete beam owing to crackle etc. Self shortcoming appears from great, the roof beam body, can indirect influence the pleasing to the eye of structure and normal operating in the use, the utility model discloses in introducing concrete beam with the steel sheet, make both fellowship atresss, concrete slab is as the compression -flange ingeniously, and the steel sheet is as being drawn the edge of a wing, and bigger effect will be exert in both combinations, and intensity still is that rigidity has all improved greatly.

Description

A kind of new concrete compound beam
Technical field
The present invention relates to a kind of building, bridge structural element, specifically a kind of new concrete compound beam.
Background technology
In use, due to concrete self, beam deadweight is comparatively large, easily occurs crack at beam soffit, have impact on the attractive in appearance of structure and normal use for traditional concrete beam, and this patent spy proposes a kind of new concrete compound beam, namely concrete combination beam lays concrete slab on girder steel, can be used for roof system, superstructure, also in the operating platform that may be used for industrial construction and bridge engineering, concrete slab and steel plate participate in stressed jointly, concrete slab is as compression flange, steel plate is as tension flange, structure height can be reduced, alleviate deadweight, and then reduce sectional dimension and the foundation load of vertical supporting member, reduce construction formwork and support, easy construction, both combine and will play larger effect, intensity or rigidity all substantially increases.
Summary of the invention
For solving the problem, a kind of new concrete compound beam of special proposition.
Technical solutions of the utility model are as follows.
A kind of new concrete compound beam, is characterized in that: comprise concrete slab, top flange steel plate, web steel plate, bottom flange steel plate, tack, stud and zigzag connector, realizes connecting between top flange steel plate, web steel plate, bottom flange steel plate by welding; Tack, stud and zigzag connector are welded on top flange surface of steel plate, make concrete slab realize being connected by tack, stud, zigzag connector with top flange steel plate.
The thickness of described top flange steel plate and bottom flange steel plate is 8 millimeters.
Described tack, stud, zigzag connector play shear connections effect, and zigzag connector shape is right-angled triangle.
Beneficial effect: the present utility model provides a kind of new concrete compound beam, the main pressurized of concrete, steel plate tension in compound beam cross section, given full play to material behavior, bearing capacity is high; Concrete slab participates in the work of beam, and the rigidity of beam increases, and when rigidity requirement is identical, adopts the comparable non-combined beam of compound beam to reduce depth of section 26%-30%; The frange plate of compound beam is more roomy, improves the lateral rigidity of girder steel, improves stability, improves the stress of pressure zone, enhances anti-fatigue performance simultaneously, and anti-seismic performance is good.
Accompanying drawing explanation
Fig. 1 is general structure schematic diagram of the present utility model.
Fig. 2 is the utility model sheet steel sections schematic diagram.
Fig. 3 is the utility model concrete slab schematic diagram.
In figure, 1-concrete slab, 2-top flange steel plate, 3-web steel plate, 4-bottom flange steel plate, 5-tack, stud, 6-zigzag connector.
Detailed description of the invention
As shown in Figure 1, Figure 2 and Figure 3, according to the utility model patent, provide a kind of new concrete compound beam, comprise concrete slab 1, top flange steel plate 2, web steel plate 3, bottom flange steel plate 4, tack, stud 5 and zigzag connector 6; Realize connecting by welding between top flange steel plate 2, web steel plate 3, bottom flange steel plate 4, form an entirety; Tack, stud 5 and zigzag connector 6 are welded on top flange steel plate 2 surface, as shear connector, concrete slab 1 and top flange steel plate 2 are combined closely by tack, stud 5, zigzag connector 6.
The thickness of described top flange steel plate 2 and bottom flange steel plate 4 is 8 millimeters, ensures that steel plate has enough cross sections when tension; Described tack, stud 5, zigzag connector 6 play shear connections effect, the form of tack, stud is only adopted compared to conventional concrete compound beam, the utility model is in order to strengthen the connection function between steel plate and concrete slab, spy arranges zigzag connector 6 at top flange steel plate 2 external surface longitudinal centre line, and zigzag connector 6 profile is right-angled triangle.
Certainly; the present invention also can have other various embodiments; when not deviating from the present invention's spirit and essence thereof; those of ordinary skill in the art are when making various corresponding change and distortion according to the present invention, but these change accordingly and are out of shape the protection domain that all should belong to the claim appended by the present invention.

Claims (3)

1. a new concrete compound beam, it is characterized in that: comprise concrete slab (1), top flange steel plate (2), web steel plate (3), bottom flange steel plate (4), tack, stud (5) and zigzag connector (6), realize connecting by welding between top flange steel plate (2), web steel plate (3), bottom flange steel plate (4); Tack, stud (5) and zigzag connector (6) are welded on top flange steel plate (2) surface, make concrete slab (1) realize being connected by tack, stud (5), zigzag connector (6) with top flange steel plate (2).
2. a kind of new concrete compound beam according to claim 1, is characterized in that: the thickness of described top flange steel plate (2) and bottom flange steel plate (4) is 8 millimeters.
3. a kind of new concrete compound beam according to claim 1, is characterized in that: described tack, stud (5), zigzag connector (6) play shear connections effect, and zigzag connector (6) shape is right-angled triangle.
CN201520872005.3U 2015-11-05 2015-11-05 Novel concrete combination beam Expired - Fee Related CN205116556U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520872005.3U CN205116556U (en) 2015-11-05 2015-11-05 Novel concrete combination beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520872005.3U CN205116556U (en) 2015-11-05 2015-11-05 Novel concrete combination beam

Publications (1)

Publication Number Publication Date
CN205116556U true CN205116556U (en) 2016-03-30

Family

ID=55572175

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520872005.3U Expired - Fee Related CN205116556U (en) 2015-11-05 2015-11-05 Novel concrete combination beam

Country Status (1)

Country Link
CN (1) CN205116556U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107858940A (en) * 2017-12-22 2018-03-30 张曙光 A kind of bridge inspection and maintenance device
CN110670473A (en) * 2019-10-15 2020-01-10 北京市政路桥管理养护集团有限公司 Connecting structure of prefabricated steel-concrete composite beam and construction method thereof
CN111058569A (en) * 2019-12-27 2020-04-24 西安理工大学 Multi-steel-beam and concrete combined super-flat beam and construction method of flat beam

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107858940A (en) * 2017-12-22 2018-03-30 张曙光 A kind of bridge inspection and maintenance device
CN110670473A (en) * 2019-10-15 2020-01-10 北京市政路桥管理养护集团有限公司 Connecting structure of prefabricated steel-concrete composite beam and construction method thereof
CN111058569A (en) * 2019-12-27 2020-04-24 西安理工大学 Multi-steel-beam and concrete combined super-flat beam and construction method of flat beam
CN111058569B (en) * 2019-12-27 2021-09-10 西安理工大学 Multi-steel-beam and concrete combined super-flat beam and construction method of flat beam

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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: 20160330

Termination date: 20161105

CF01 Termination of patent right due to non-payment of annual fee