CN211646721U - Steel construction dysmorphism post frame bearing structure - Google Patents
Steel construction dysmorphism post frame bearing structure Download PDFInfo
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- CN211646721U CN211646721U CN201921966288.2U CN201921966288U CN211646721U CN 211646721 U CN211646721 U CN 211646721U CN 201921966288 U CN201921966288 U CN 201921966288U CN 211646721 U CN211646721 U CN 211646721U
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Abstract
A steel structure special-shaped column frame supporting structure relates to the technical field of building structures; the special-shaped columns are arranged in two rows, brackets are welded at the upper ends of the special-shaped columns in each row, a plurality of parallel roof trusses are fixed between the two brackets, vertical supports are connected between the roof trusses, sandal bars are fixed on the roof trusses and arranged in parallel, and transverse supports are connected between the sandal bars; the special-shaped column comprises an L-shaped hollow steel structure, a steel bar and concrete; reinforcing steel bars are fixed in the L-shaped hollow steel structure, and concrete is poured in the L-shaped hollow steel structure; the crane beam is fixed at the step of the L-shaped hollow steel structure of the special-shaped column, and the brake truss is fixed on the outer side of the crane beam. A steel construction dysmorphism post frame bearing structure, reduce occupation space, increase in-service use area, crane beam and brake truss are supported by special-shaped post, have reduced the intensity requirement of roof truss material, have reduced material cost, have reduced the installation degree of difficulty.
Description
Technical Field
The utility model relates to a building structure technical field, concretely relates to steel construction dysmorphism post frame bearing structure.
Background
Steel structures are structures composed of steel materials and are one of the main building structure types. The structure mainly comprises beam steel, steel columns, steel trusses and other members made of section steel, steel plates and the like, and rust removing and preventing processes such as silanization, pure manganese phosphating, washing drying, galvanization and the like are adopted. The components or parts are typically joined by welds, bolts or rivets. Because of its light dead weight, and construction is simple and convenient, widely apply to fields such as large-scale factory building, venue, superelevation layer. Compared with the common reinforced concrete structure, the steel structure has the advantages of uniformity, high strength, high construction speed, good shock resistance, high recovery rate and the like, and the strength and the elastic modulus of steel are many times higher than those of masonry and concrete, so that the steel structure has light weight under the condition of the same load. From the aspect of being damaged, the steel structure has a large deformation sign in advance, belongs to a ductile damage structure, and can find danger in advance so as to avoid the danger. The steel structure factory building has the advantages of light total, foundation saving, less material consumption, low manufacturing cost, short construction period, large span, safety, reliability, attractive appearance, stable structure and the like.
The existing steel structure factory building is mostly box-type columns consisting of square rectangular steel pipes, and has the advantages of large structural span and high component efficiency; the disadvantage is that the column section is big, occupies great space of factory building, in addition, crane beam and braking truss are all installed on the roof truss, this requires that the roof truss has higher intensity, and material cost is high.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to prior art's defect with not enough, provide a simple structure, reasonable in design, convenient to use's steel construction dysmorphism post frame bearing structure.
In order to achieve the above object, the utility model adopts the following technical scheme: the device comprises special-shaped columns, roof trusses, brackets, vertical supports, sandal wood strips, transverse supports, crane beams and brake trusses; the special-shaped columns are arranged in two rows, brackets are welded at the upper ends of the special-shaped columns in each row, a plurality of parallel roof trusses are fixed between the two brackets, vertical supports are connected between the roof trusses, sandal bars are fixed on the roof trusses and arranged in parallel, and transverse supports are connected between the sandal bars; the special-shaped column comprises an L-shaped hollow steel structure, a steel bar and concrete; reinforcing steel bars are fixed in the L-shaped hollow steel structure, and concrete is poured in the L-shaped hollow steel structure; the crane beam is fixed at the step of the L-shaped hollow steel structure of the special-shaped column, and the brake truss is fixed on the outer side of the crane beam.
Further, the special-shaped columns of each row are connected through wall frame beams.
Furthermore, an inter-column support is connected between the adjacent special-shaped columns.
Furthermore, the L-shaped hollow steel structure is cut into an L shape by a rectangular steel pipe, and the cut is welded and sealed by a steel plate.
Furthermore, the crane beam is fixed on the L-shaped hollow steel structure through screws.
The utility model discloses a theory of operation does: the special-shaped column with concrete inside is adopted, the sectional area of the column is reduced, and a crane beam and a brake truss can be mounted at the step of the special-shaped column without being hoisted on a roof truss, so that the special-shaped column is simple and convenient to mount.
After the structure is adopted, the utility model discloses the beneficial effect who produces does: a steel construction dysmorphism post frame bearing structure, reduce occupation space, increase in-service area, crane beam and brake truss are supported by special-shaped post, have reduced the intensity requirement of roof truss material, have reduced material cost, have reduced the installation degree of difficulty, the utility model has the advantages of simple structure, set up reasonable, the cost of manufacture low.
Drawings
FIG. 1 is a block diagram of the present invention;
FIG. 2 is an enlarged view of the connection between the roof trusses and the weather strips of FIG. 1;
fig. 3 is a vertical cross-sectional view of the special-shaped column of the present invention.
Description of reference numerals:
the special-shaped column comprises special-shaped columns 1, roof trusses 2, brackets 3, vertical supports 4, sandal wood strips 5, transverse supports 6, an L-shaped hollow steel structure 7, reinforcing steel bars 8, concrete 9, crane beams 10, a brake truss 11, wall truss beams 12 and inter-column supports 13.
Detailed Description
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without inventive exercise.
Referring to fig. 1 to fig. 3, the following technical solutions are adopted in the present embodiment: the device comprises a special-shaped column 1, a roof truss 2, a bracket 3, a vertical support 4, a sandal wood strip 5, a transverse support 6, a crane beam 10 and a brake truss 11; the special-shaped columns 1 are arranged in two rows, brackets 3 are welded at the upper ends of the special-shaped columns 1 in each row, a plurality of parallel roof trusses 2 are fixed between the two brackets 3, vertical supports 4 are connected between the roof trusses 2, sandal bars 5 are fixed on the roof trusses 2, the sandal bars 5 are arranged in parallel, and transverse supports 6 are connected between the sandal bars 5; the special-shaped column 1 comprises an L-shaped hollow steel structure 7, a steel bar 8 and concrete 9; reinforcing steel bars 8 are fixed in the L-shaped hollow steel structure 7, concrete 9 is poured in the L-shaped hollow steel structure 7, and the special-shaped column 1 with concrete inside is adopted, so that the sectional area of the column is reduced, the occupied space is reduced, and the actual use area is increased; the crane beam 10 is fixed at the step of the L-shaped hollow steel structure 7 of the special-shaped column 1, the brake truss 11 is fixed on the outer side of the crane beam 10 and does not need to be hung on the roof truss, the strength requirement of the roof truss material is reduced, the material cost is reduced, the installation difficulty is reduced, and the crane beam is suitable for steel structure plants.
The special-shaped columns 1 in each row are connected through wall frame beams 12 and used for fixing wall frames.
An inter-column support 13 is connected between the adjacent special-shaped columns 1 and used for supporting the special-shaped columns 1.
The L-shaped hollow steel structure 7 is cut into an L shape by a rectangular steel pipe, and the cut is welded and sealed by a steel plate, so that concrete can be poured conveniently.
The crane beam 10 is fixed on the L-shaped hollow steel structure 7 through screws, and is simple and convenient to install.
The basic principles and main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (5)
1. The utility model provides a steel construction dysmorphism post frame bearing structure which characterized in that: the device comprises special-shaped columns, roof trusses, brackets, vertical supports, sandal wood strips, transverse supports, crane beams and brake trusses; the special-shaped columns are arranged in two rows, brackets are welded at the upper ends of the special-shaped columns in each row, a plurality of parallel roof trusses are fixed between the two brackets, vertical supports are connected between the roof trusses, sandal bars are fixed on the roof trusses and arranged in parallel, and transverse supports are connected between the sandal bars; the special-shaped column comprises an L-shaped hollow steel structure, a steel bar and concrete; reinforcing steel bars are fixed in the L-shaped hollow steel structure, and concrete is poured in the L-shaped hollow steel structure; the crane beam is fixed at the step of the L-shaped hollow steel structure of the special-shaped column, and the brake truss is fixed on the outer side of the crane beam.
2. The steel structural profiled column frame support structure of claim 1, wherein: the special-shaped columns of each row are connected through wall frame beams.
3. The steel structural profiled column frame support structure of claim 1, wherein: an inter-column support is connected between the adjacent special-shaped columns.
4. The steel structural profiled column frame support structure of claim 1, wherein: the L-shaped hollow steel structure is cut into an L shape by a rectangular steel pipe, and the cut is welded and sealed by a steel plate.
5. The steel structural profiled column frame support structure of claim 1, wherein: and the crane beam is fixed on the L-shaped hollow steel structure through screws.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921966288.2U CN211646721U (en) | 2019-11-14 | 2019-11-14 | Steel construction dysmorphism post frame bearing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921966288.2U CN211646721U (en) | 2019-11-14 | 2019-11-14 | Steel construction dysmorphism post frame bearing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211646721U true CN211646721U (en) | 2020-10-09 |
Family
ID=72692193
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921966288.2U Expired - Fee Related CN211646721U (en) | 2019-11-14 | 2019-11-14 | Steel construction dysmorphism post frame bearing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211646721U (en) |
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2019
- 2019-11-14 CN CN201921966288.2U patent/CN211646721U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201009 Termination date: 20211114 |