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CN203066345U - C-shaped steel beam of steel-encased-concrete superimposed sheet composite beam - Google Patents

C-shaped steel beam of steel-encased-concrete superimposed sheet composite beam Download PDF

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Publication number
CN203066345U
CN203066345U CN 201220755512 CN201220755512U CN203066345U CN 203066345 U CN203066345 U CN 203066345U CN 201220755512 CN201220755512 CN 201220755512 CN 201220755512 U CN201220755512 U CN 201220755512U CN 203066345 U CN203066345 U CN 203066345U
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China
Prior art keywords
steel
shaped steel
concrete
girder
utility
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Expired - Fee Related
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CN 201220755512
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Chinese (zh)
Inventor
陈丽华
阮海燕
屈创
金奇亮
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Hefei University of Technology
Anhui Honglu Steel Structure Group Co Ltd
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Hefei University of Technology
Anhui Honglu Steel Structure Group Co Ltd
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Priority to CN 201220755512 priority Critical patent/CN203066345U/en
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Abstract

本实用新型提供了一种外包钢-混凝土叠合板组合梁的C型钢梁,C型钢梁采用花纹钢板冷弯制成,其上翼缘向下弯折形成折边。本实用新型采用花纹钢板制成的C型钢梁,成型方便;其内表面布设有花纹样凸起,花纹的凸起需满足一定的高度要求,从而有效增大外包钢梁与混凝土的粘结咬合作用;折边的设置同样具有C型钢梁与混凝土的粘结增强作用。

Figure 201220755512

The utility model provides a C-shaped steel girder which is wrapped with steel-concrete laminated slab composite girders. The C-shaped steel girder is made by cold-bending patterned steel plates, and the upper flange of the C-shaped steel girder is bent downward to form a hem. The utility model adopts the C-shaped steel beam made of patterned steel plate, which is easy to form; its inner surface is provided with pattern-like protrusions, and the protrusions of the pattern need to meet a certain height requirement, so as to effectively increase the bonding between the outsourcing steel beam and the concrete Occlusion; the setting of the folded edge also has the effect of strengthening the bond between the C-shaped steel beam and the concrete.

Figure 201220755512

Description

A kind of C section steel beam of outsourcing steel-concrete folding plate combined beam
Technical field
The utility model belongs to the building structure technology field, is specifically related to a kind of C section steel beam that is applied to the outsourcing steel-concrete folding plate combined beam of steel house industrialization.
Background technology
Steel-precast concrete folding plate combined beam in the present steel house, girder steel adopts I-shaped or H shape girder steel more, and prefabricated panel is placed on the top flange of girder steel, combines stressed jointly between girder steel and the superimposed sheet by shear connector.Shear connector generally adopts peg, is welded on the girder steel top flange, and the welding job amount is big, and the performance of collaborative work also has much room for improvement between concrete prefabricated base plate and the girder steel simultaneously.
If in steel house, adopt the compound beam of girder steel outsourcing, the concrete of filling in the beam rib and the facing concrete on the concrete prefabricated base plate are whole to be watered, can effectively guarantee the globality of concrete prefabricated base plate and compound beam, therefore external Baogang-concrete folding plate combined beam, crucial problem are to solve outsourcing girder steel and concrete co-operation problem.
The utility model content
At the problem that above prior art exists, the utility model provides C section steel beam a kind of and the outsourcing steel-concrete folding plate combined beam that the concrete binding performance is good.
The utility model is achieved through the following technical solutions:
A kind of C section steel beam of outsourcing steel-concrete folding plate combined beam, described C section steel beam adopt the checkered steel plate clod wash to make, and its top flange is to being bent to form flanging downwards.
Angle between described flanging and top flange is 90 °.
Described C section steel beam inner surface is laid with decorative pattern sample projection.
The beneficial effects of the utility model are: the C section steel beam that adopts checkered steel plate to make, convenient formation; Its inner surface is laid with decorative pattern sample projection, and the projection of decorative pattern need satisfy the certain height requirement, thereby effectively increases outsourcing girder steel and concrete bonding interlocking; Arranging of flanging has C section steel beam and concrete bonding humidification equally.
Description of drawings
Fig. 1 is structural representation of the present utility model.
Among the figure: 1 is the C section steel beam; 2 is the top flange; 3 is flanging.
The specific embodiment
Below in conjunction with the drawings and specific embodiments the utility model is described in further details.
The utility model provides a kind of C section steel beam of outsourcing steel-concrete folding plate combined beam, C section steel beam 1 adopts the checkered steel plate clod wash to make, therefore its inner surface is laid with decorative pattern sample projection, and its top flange 2 is bent to form flanging 3 downwards, and the angle of 2 of flanging 3 and top flanges is 90 °.
The C section steel beam 1 that the utility model adopts checkered steel plate to make, convenient formation; Its inner surface is laid with decorative pattern sample projection, and the projection of decorative pattern need satisfy the certain height requirement, thereby effectively increases outsourcing girder steel and concrete bonding interlocking; Arranging of flanging 3 has C section steel beam and concrete bonding humidification equally.

Claims (3)

1.一种外包钢-混凝土叠合板组合梁的C型钢梁,其特征在于所述C型钢梁采用花纹钢板冷弯制成,其上翼缘向下弯折形成折边。  1. A C-shaped steel girder of an outsourcing steel-concrete laminated slab composite girder is characterized in that said C-shaped steel girder adopts patterned steel plate cold-bending to make, and its upper flange is bent downwards to form a flanging. the 2.根据权利要求1所述的外包钢-混凝土叠合板组合梁的C型钢梁,其特征在于所述折边与上翼缘间的角度为90°。  2. The C-shaped steel girder of the steel-concrete composite slab composite girder with external cladding according to claim 1, characterized in that the angle between the folded edge and the upper flange is 90°. the 3.根据权利要求1所述的外包钢-混凝土叠合板组合梁的C型钢梁,其特征在于所述C型钢梁内表面布设有花纹样凸起。  3. The C-shaped steel girder of the external steel-concrete laminated slab composite girder according to claim 1, characterized in that the inner surface of the C-shaped steel girder is provided with pattern-like protrusions. the
CN 201220755512 2012-12-31 2012-12-31 C-shaped steel beam of steel-encased-concrete superimposed sheet composite beam Expired - Fee Related CN203066345U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220755512 CN203066345U (en) 2012-12-31 2012-12-31 C-shaped steel beam of steel-encased-concrete superimposed sheet composite beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220755512 CN203066345U (en) 2012-12-31 2012-12-31 C-shaped steel beam of steel-encased-concrete superimposed sheet composite beam

Publications (1)

Publication Number Publication Date
CN203066345U true CN203066345U (en) 2013-07-17

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103526878A (en) * 2013-11-07 2014-01-22 沈阳建筑大学 Web bracing cold-formed thin-wall complex crimping channel steel opening component
CN103572892A (en) * 2013-11-07 2014-02-12 沈阳建筑大学 Double-limb splicing thin-walled cold-formed steel efficient component

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103526878A (en) * 2013-11-07 2014-01-22 沈阳建筑大学 Web bracing cold-formed thin-wall complex crimping channel steel opening component
CN103572892A (en) * 2013-11-07 2014-02-12 沈阳建筑大学 Double-limb splicing thin-walled cold-formed steel efficient component

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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: 20130717

Termination date: 20211231

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