CN215519491U - Assembled steel construction girder steel cladding structure - Google Patents

Assembled steel construction girder steel cladding structure Download PDF

Info

Publication number
CN215519491U
CN215519491U CN202121413349.XU CN202121413349U CN215519491U CN 215519491 U CN215519491 U CN 215519491U CN 202121413349 U CN202121413349 U CN 202121413349U CN 215519491 U CN215519491 U CN 215519491U
Authority
CN
China
Prior art keywords
wing plate
plate
lower wing
upper wing
steel
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.)
Active
Application number
CN202121413349.XU
Other languages
Chinese (zh)
Inventor
张克中
沈万玉
王从章
田朋飞
李花
王友光
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.)
Hefei Haiheng Development Co ltd
Anhui Fuhuang Steel Structure Co Ltd
Original Assignee
Hefei Haiheng Development Co ltd
Anhui Fuhuang Steel Structure 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 Hefei Haiheng Development Co ltd, Anhui Fuhuang Steel Structure Co Ltd filed Critical Hefei Haiheng Development Co ltd
Priority to CN202121413349.XU priority Critical patent/CN215519491U/en
Application granted granted Critical
Publication of CN215519491U publication Critical patent/CN215519491U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Building Environments (AREA)

Abstract

The utility model discloses an assembled steel structure steel beam cladding structure, which relates to the technical field of building structures.A two stiffening plates are arranged between an upper wing plate and a lower wing plate, two transverse fixing structures are positioned between the two stiffening plates and are respectively connected and fixed with the upper wing plate or the lower wing plate by being adhered to the edges of the upper wing plate and the lower wing plate, the top end and the bottom end of a longitudinal fixing structure are respectively connected and fixed with the two transverse fixing structures, and an outer plate surface is arranged at the outer sides of the transverse fixing structures and the longitudinal fixing structures; rock wool is filled among the steel beam, the stiffening plate and the outer panel. According to the utility model, the two stiffening plates are arranged between the upper wing plate and the lower wing plate of the steel beam, the outer edge positions of the upper wing plate and the lower wing plate are connected and fixed with the outer panel through the transverse fixing structure and the vertical fixing structure, and the filling area filled with rock wool is formed among the upper wing plate, the web plate, the lower wing plate, the two stiffening plates and the outer panel.

Description

Assembled steel construction girder steel cladding structure
Technical Field
The utility model relates to the technical field of building structures, in particular to a steel beam cladding structure in an assembly type steel structure building.
Background
The steel structure building is a common modern building system, replaces a traditional reinforced concrete or brick-concrete bearing system with a steel member, and has the characteristics of light dead weight, high strength, strong shock resistance, large span and the like. The steel structure building and the traditional building have great difference in aspects such as component form, structural design, and the cross-sectional shape of girder is more kind among the steel structure building, with I-steel and rectangular steel pipe most common. At present, in actual construction, a cladding form of three-side ring cladding is generally adopted when a steel beam is clad, the cladding structure occupies a large space, the actual use space is reduced, and the available space occupation ratio is reduced.
SUMMERY OF THE UTILITY MODEL
The utility model provides a cladding structure of an assembled steel structural steel beam, which aims to avoid the defects of the prior art.
The utility model adopts the following technical scheme for solving the technical problems: an assembled steel structure steel beam cladding structure is characterized in that two stiffening plates are arranged between an upper wing plate and a lower wing plate of a steel beam, and the edges of the stiffening plates are fixedly connected with a web plate, the upper wing plate and the lower wing plate in an attaching mode;
the two transverse fixing structures are positioned between the two stiffening plates, the edges of the upper wing plate and the lower wing plate which are respectively attached to the upper wing plate and the lower wing plate are fixedly connected with the upper wing plate or the lower wing plate, the top end and the bottom end of the longitudinal fixing structure are respectively fixedly connected with the two transverse fixing structures, the outer plate surface is arranged on the outer sides of the transverse fixing structures and the longitudinal fixing structures and is fixedly connected with the two transverse fixing structures, and the edges of the two sides of the outer plate are respectively attached to the two stiffening plates;
the web, the upper wing plate, the lower wing plate, the two stiffening plates and the outer plate surface are surrounded to form a filling area, and rock wool is filled in the filling area.
Furthermore, the stiffening plate is perpendicular to the web plate, the upper wing plate and the lower wing plate, and the outer panel is fixedly connected with the corresponding transverse fixing structure at each corner through each cement nail.
Furthermore, the transverse fixing structure is angle steel, and the longitudinal fixing structure is rectangular steel.
Further, the outer plate surface is a cement fiberboard.
The utility model provides an assembled steel structure steel beam cladding structure which has the following beneficial effects:
1. according to the utility model, the two stiffening plates are arranged between the upper wing plate and the lower wing plate of the steel beam, the outer edge positions of the upper wing plate and the lower wing plate are fixedly connected with the outer panel through the transverse fixing structure and the vertical fixing structure, and a filling area for filling rock wool is formed among the upper wing plate, the web plate, the lower wing plate, the two stiffening plates and the outer panel;
2. the cladding structure of the utility model forms a flat plane on the side surface of the steel beam, which is beneficial to the design of the whole structure of the building and the subsequent construction;
3. the utility model has simple structure, convenient construction and low cost, is beneficial to the management work of a construction site and the control of the construction cost, and has good practicability.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic cross-sectional view of the present invention;
FIG. 3 is a schematic cross-sectional view of the present invention with the outer panel removed;
fig. 4 is a schematic sectional view of the present invention with the outer panel and rock wool removed.
In the figure:
1. the steel beam 11, the web plate 12, the upper wing plate 13 and the lower wing plate; 21. a stiffening plate 22, a transverse fixing structure 23, a longitudinal fixing structure 24 and an outer plate surface; 3. rock wool; 4. and (5) a cement nail.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the embodiments of the present invention, and it is obvious that the described embodiments are some embodiments of the present invention, but not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
As shown in fig. 1 to 4, the structural relationship is as follows: the two stiffening plates 21 are arranged between the upper wing plate 12 and the lower wing plate 13 of the steel beam 1, and the edges of the stiffening plates 21 are fixedly attached to the web plate 11, the upper wing plate 12 and the lower wing plate 13;
the two transverse fixing structures 22 are positioned between the two stiffening plates 21 and are respectively jointed with the edges of the upper wing plate 12 and the lower wing plate 13 to be connected and fixed with the upper wing plate 12 or the lower wing plate 13, the top end and the bottom end of the longitudinal fixing structure 23 are respectively connected and fixed with the two transverse fixing structures 22, the outer plate surface 24 is arranged at the outer sides of the transverse fixing structures 22 and the longitudinal fixing structure 23 and is connected and fixed with the two transverse fixing structures 22, and the edges at the two sides of the outer plate surface are respectively jointed with the two stiffening plates 22;
and a filling area is formed by surrounding the web plate 11, the upper wing plate 12, the lower wing plate 13, the two stiffening plates 21 and the outer plate surface 24, and the filling area is filled with the rock wool 3.
Preferably, the stiffening plate 21 is perpendicular to the web 11 and the upper wing plate 12 and the lower wing plate 13, and the outer panel 24 is connected and fixed with the corresponding transverse fixing structure 22 at each corner thereof by a tapping screw.
Preferably, the transverse fixing structure 22 is an angle steel, and the longitudinal fixing structure 23 is a rectangular steel.
Preferably, the outer deck surface 24 is a cement fiberboard.
During the specific construction, the method comprises the following steps:
step one, fixedly connecting a longitudinal fixing structure 23 and two transverse fixing structures 22 into an I shape;
the longitudinal fixing structure 23 can be rectangular steel, and the transverse fixing structure 22 can be angle steel;
step two, connecting and fixing two transverse fixing structures 22 between the two stiffening plates 21 along the outer side edges of the upper wing plate 12 and the lower wing plate 13 to the bottom of the upper wing plate 12 and the top of the lower wing plate 13;
filling rock wool 3 in a filling area defined by the upper wing plate 12, the web plate 11, the lower wing plate 13 and the two stiffening plates 21;
fourthly, an outer panel 24 is attached to the outer sides of the transverse fixing structure 22 and the longitudinal fixing structure 23, and the outer panel 24 and the corresponding transverse fixing structure 22 are fixedly connected through cement nails at each inflection point of the outer panel 24, so that construction is completed;
the outer panel may be a cement fiberboard.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
The above examples are only intended to illustrate the technical solution of the present invention, but not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit and scope of the corresponding technical solutions of the embodiments of the present invention.

Claims (4)

1. The utility model provides an assembled steel construction girder steel cladding structure which characterized in that: the two stiffening plates (21) are arranged between an upper wing plate (12) and a lower wing plate (13) of the steel beam (1), and the edges of the stiffening plates (21) are fixedly connected with the web plate (11), the upper wing plate (12) and the lower wing plate (13) in an attaching manner;
the two transverse fixing structures (22) are positioned between the two stiffening plates (22), the edges of the upper wing plate (12) and the lower wing plate (13) are respectively attached to be connected and fixed with the upper wing plate (12) or the lower wing plate (13), the top end and the bottom end of each longitudinal fixing structure (23) are respectively connected and fixed with the two transverse fixing structures (22), the outer plate surface (24) is arranged on the outer sides of the transverse fixing structures (22) and the longitudinal fixing structures (23) and is connected and fixed with the two transverse fixing structures (22), and the edges of the two sides of each longitudinal fixing structure are respectively attached to the two stiffening plates (22);
the rock wool composite board is characterized in that a filling area is formed by surrounding the web plate (11), the upper wing plate (12), the lower wing plate (13), the two stiffening plates (21) and the outer plate surface (24), and rock wool (3) is filled in the filling area.
2. The fabricated steel structural beam clad construction as claimed in claim 1, wherein: the stiffening plate (21) is perpendicular to the web plate (11), the upper wing plate (12) and the lower wing plate (13), and the outer panel (24) is fixedly connected with the corresponding transverse fixing structure (22) through cement nails at each corner of the outer panel.
3. The fabricated steel structural beam clad construction as claimed in claim 1, wherein: the transverse fixing structure (22) is angle steel, and the longitudinal fixing structure (23) is rectangular steel.
4. The fabricated steel structural beam clad construction as claimed in claim 1, wherein: the outer plate surface (24) is a cement fiberboard.
CN202121413349.XU 2021-06-24 2021-06-24 Assembled steel construction girder steel cladding structure Active CN215519491U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121413349.XU CN215519491U (en) 2021-06-24 2021-06-24 Assembled steel construction girder steel cladding structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121413349.XU CN215519491U (en) 2021-06-24 2021-06-24 Assembled steel construction girder steel cladding structure

Publications (1)

Publication Number Publication Date
CN215519491U true CN215519491U (en) 2022-01-14

Family

ID=79810023

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202121413349.XU Active CN215519491U (en) 2021-06-24 2021-06-24 Assembled steel construction girder steel cladding structure

Country Status (1)

Country Link
CN (1) CN215519491U (en)

Similar Documents

Publication Publication Date Title
CN110318490B (en) Construction method for connecting laminated slab and secondary beam and node connecting structure
CN103046644B (en) Cold-formed thin-walled steel column and beam structural system for multistoried building
CN210621923U (en) Assembled concrete frame structure based on phase change wall
CN110284725B (en) Reinforced concrete frame node beam hogging moment assembly steel structure and reinforcing method thereof
CN107217773A (en) One species wood bidirectional hollow building cover structure and preparation method thereof
CN215519491U (en) Assembled steel construction girder steel cladding structure
CN206352348U (en) A kind of attachment structure of steel reinforced concrete board wall and steel reinforced concrete laminated floor slab
CN206220321U (en) A kind of SC systems stiffness hollow core laminated slab
CN206090815U (en) Prefabricated assembled tube structure public building
CN210216122U (en) Steel pipe stiffening web steel-concrete combined box girder
CN103195162B (en) Standard unit assembled energy dissipating and damping structure system
CN101591886A (en) Composite material truss bridge
CN201447659U (en) Composite material truss bridge
CN209924293U (en) Reinforced concrete archaizing building cornice
CN103498512B (en) A kind of assembled architecture wall beam stablizes syndeton
CN203546908U (en) Assembly type building wall beam stable connection structure
CN111088858B (en) Prefabricated gable capable of being recycled and connection structure thereof
CN204510613U (en) A kind of light gauge cold-formed steel shape System Framework structure for building
CN217299554U (en) Assembled steel structure stair
CN221001608U (en) Building keel
CN209556344U (en) A kind of inside wall formwork
CN214884498U (en) Laminated floor joint connecting structure
CN211850180U (en) Partition wall right angle corner structure with plastics corner fittings
CN209837311U (en) Connection structure of light steel building wallboard and floor
CN218346440U (en) Connection structure of two steel sheet shear force walls in outside

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant