CN102261036A - Double-wing I steel for bridge girder - Google Patents

Double-wing I steel for bridge girder Download PDF

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Publication number
CN102261036A
CN102261036A CN2011100035613A CN201110003561A CN102261036A CN 102261036 A CN102261036 A CN 102261036A CN 2011100035613 A CN2011100035613 A CN 2011100035613A CN 201110003561 A CN201110003561 A CN 201110003561A CN 102261036 A CN102261036 A CN 102261036A
Authority
CN
China
Prior art keywords
double
steel
wing
iron
cross bar
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
CN2011100035613A
Other languages
Chinese (zh)
Inventor
赵沭通
谢汉宪
张跃进
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.)
CHINAGRATE COMPOSITES STRUCTURE (NANTONG) Ltd
Original Assignee
CHINAGRATE COMPOSITES STRUCTURE (NANTONG) 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 CHINAGRATE COMPOSITES STRUCTURE (NANTONG) Ltd filed Critical CHINAGRATE COMPOSITES STRUCTURE (NANTONG) Ltd
Priority to CN2011100035613A priority Critical patent/CN102261036A/en
Publication of CN102261036A publication Critical patent/CN102261036A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a double-wing I steel for a bridge girder. The double-wing I steel comprises a first cross rod; the cross rod is connected with two vertical rods placed vertically side by side; two second cross rods placed transversely side by side are connected between the vertical rods; and the other ends of the vertical rods are connected with the same third cross rods. Compared with a common I steel, the double-wing I steel has the advantages of stronger bearing capacity, simpler structure, lower cost and the like.

Description

Bridge main beam-double-vane i iron
Technical field
The present invention relates to a kind of i iron, refer in particular to a kind of double-vane i iron, be used for bridge main beam.
Background technology
Bridge is as the important component part of highway engineering, the integrality of its structure structure will directly have influence on the safety and the comfortableness of highway communication transportation, and i iron is done to play an important role in the bridge main beam structure, and the strength that general i iron does not have the i iron of double airfoil type to bear is strong.
Summary of the invention
The objective of the invention is in order to overcome above deficiency, a kind of simple in structure, a kind of bridge main beam-double-vane i iron that cost is low is provided.
Purpose of the present invention is achieved through the following technical solutions: a kind of bridge main beam-double-vane i iron, comprise first cross bar, described cross bar is connected with two vertical montants placed side by side, be connected with two second cross bars of laterally laterally placing side by side between the every described montant, the every described montant other end is connected with same the 3rd cross bar.
The present invention has the following advantages: compared with general i iron, the strength that the double-vane i iron bears is stronger, and structure is very simple, and cost is also very low.
Description of drawings:
Fig. 1 is a structural representation of the present invention;
Number in the figure: 1-first cross bar, 2-montant, 3-second cross bar, 4-the 3rd cross bar.
The specific embodiment:
In order to deepen the understanding of the present invention, the invention will be further described below in conjunction with embodiment and accompanying drawing, and this embodiment only is used to explain the present invention, does not constitute the qualification to protection domain of the present invention.
Show a kind of bridge main beam of the present invention-double-vane i iron as Fig. 1, comprise first cross bar 1, described cross bar 1 is connected with two vertical montants placed side by side 2, be connected with two second cross bars of laterally laterally placing side by side 3 between the every described montant 2, every described montant 2 other ends are connected with same the 3rd cross bar 4.Advantages such as the present invention is compared with general i iron, and the strength that the double-vane i iron bears is stronger, and structure is very simple, and cost is also very low.

Claims (1)

1. bridge main beam-double-vane i iron, comprise first cross bar (1), it is characterized in that: described cross bar (1) is connected with two vertical montants placed side by side (2), be connected with two second cross bars of laterally laterally placing side by side (3) between the every described montant (2), every described montant (2) other end is connected with same the 3rd cross bar (4).
CN2011100035613A 2011-01-10 2011-01-10 Double-wing I steel for bridge girder Pending CN102261036A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011100035613A CN102261036A (en) 2011-01-10 2011-01-10 Double-wing I steel for bridge girder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011100035613A CN102261036A (en) 2011-01-10 2011-01-10 Double-wing I steel for bridge girder

Publications (1)

Publication Number Publication Date
CN102261036A true CN102261036A (en) 2011-11-30

Family

ID=45007854

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011100035613A Pending CN102261036A (en) 2011-01-10 2011-01-10 Double-wing I steel for bridge girder

Country Status (1)

Country Link
CN (1) CN102261036A (en)

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Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20111130