CN205840053U - A kind of steel pipe bundle combinative structure being made up of steel plate and hexagon section bar - Google Patents
A kind of steel pipe bundle combinative structure being made up of steel plate and hexagon section bar Download PDFInfo
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- CN205840053U CN205840053U CN201620644473.XU CN201620644473U CN205840053U CN 205840053 U CN205840053 U CN 205840053U CN 201620644473 U CN201620644473 U CN 201620644473U CN 205840053 U CN205840053 U CN 205840053U
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- steel pipe
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Abstract
The utility model discloses a kind of steel pipe bundle combinative structure being made up of steel plate and hexagon section bar, it is made up of steel pipe bundle assembly, described steel pipe bundle assembly is sequentially connected with by multiple steel pipe unit and constitutes, and described steel pipe unit has cavity, cast concrete in described cavity；Described steel pipe unit be cross section be the section bar of parallelepiped, the section bar of described parallelepiped has the axis of symmetry of horizontal direction, the section bar of described parallelepiped by top, below, limit, upper left, left lower side, top right-hand side and limit, bottom right form, described the first junction point between limit, upper left and left lower side is positioned on described axis of symmetry, and the second junction point between described top right-hand side and limit, bottom right is positioned on described axis of symmetry；Between the top of the section bar of adjacent parallelepiped by shrouding overlap joint formed top flange, the section bar of adjacent parallelepiped following between by shrouding overlap joint formed lower flange, the first described junction point welds with the second junction point of adjacent steel pipe unit.
Description
Technical field
This utility model relates to a kind of steel pipe bundle combinative structure being made up of steel plate and hexagon section bar.
Background technology
Under construction, dividing by the material of agent structure, conventional has xoncrete structure and two kinds of steel construction.
Traditional xoncrete structure needs on-the-spot a large amount of artificial, and in constructing, timber application is more, the dirt such as waste water, airborne dust
Dye is serious, does not meets the policy requirements of national energy-saving environmental protection.But the shear wall structure system in xoncrete structure, is providing preferably
While anti-side rigidity, architectural composition is flexible.Particularly in residential structure, shear wall is relatively thin, permissible with building segmenting wall body
Useful combination, it is provided that the comfortable interior space.
Steel construction is the building system of a kind of industrialization, meets standardized designs, batch production making, prefabricated construction, letter
The building industrialization standard-required of breathization management.Assembled in situization construction is saved a large amount of artificial, and construction waste material is few, energy-saving ring
Protect.The components such as steel column in steel structure system, girder steel, support, manual manufacture still accounts for sizable ratio, and nodes domains structure is multiple
Miscellaneous, cost of manufacture is high.The steel column side of mostly being rectangular column, in house during application, there is steel column salient angle indoor, brings not to building arrangements
Just.
If steel construction is effectively combined with xoncrete structure, studies a kind of novel lateral resistant member, fully send out
Wave the advantage that architectural composition is flexible, structure steel fabrication industrialization degree is high, speed of application is fast of concrete shear force wall, play simultaneously
The material property advantage that steel high-strength light, concrete rigidity are big, to the shortcoming in current architecture configuration system, be one very well
Solution.
Summary of the invention
Structure manufacture in order to overcome existing lateral resistant member to exist is complicated, on-the-spot needs a large amount of artificial, constructional difficulties etc.
Shortcoming, this utility model provides that a kind of steel using amount economy, structure manufacture be simple, convenient and quick construction, be easy to industrialized production, fill
Distribution is waved the performance advantage of steel and concrete, is conducive to saving material, reduces environmental pollution, improves living environment, society's warp
The steel pipe bundle combinative structure being made up of steel plate and hexagon section bar that Ji performance is good.
The technical solution adopted in the utility model is:
A kind of steel pipe bundle combinative structure being made up of steel plate and hexagon section bar, is made up of steel pipe bundle assembly, described steel
Tube bank assembly is sequentially connected with by multiple steel pipe unit and constitutes, and described steel pipe unit has cavity, and in described cavity, cast is mixed
Solidifying soil；It is characterized in that:
Described steel pipe unit be cross section be the section bar of parallelepiped, the section bar of described parallelepiped has water
Square to axis of symmetry, the section bar of described parallelepiped by top, below, limit, upper left, left lower side, top right-hand side and limit, bottom right
Composition, described the first junction point between limit, upper left and left lower side is positioned on described axis of symmetry, described top right-hand side and the right side
The second junction point between Xia Bian is positioned on described axis of symmetry；By envelope between the top of the section bar of adjacent parallelepiped
Plate overlap joint formed top flange, the section bar of adjacent parallelepiped following between by shrouding overlap joint formed lower flange, described
Shrouding two ends respectively by rivet interlacement on top or below on, the of the first described junction point and adjacent steel pipe unit
Two junction point welding；
Described top right-hand side encloses formation wire casing, the described right side with limit, upper left and the described shrouding of adjacent steel pipe unit
Below and the left lower side of adjacent steel pipe unit and described shrouding enclose formation wire casing；
Described top flange is all parallel with described axis of symmetry with lower flange；The upper left of the section bar of described parallelepiped
The web that limit, left lower side, top right-hand side and limit, bottom right are collectively forming between top flange and lower flange；
On putting down on described bottom and upper segment, parallel shows the die mould that multiple section is V-shaped respectively, multiple V-shaped
Die mould all concaves towards the inner chamber of steel pipe unit, the die mould one_to_one corresponding of the V-shaped on upper and lower limit.
Further, rivet interlacement is passed through respectively on top flange and lower flange in the two ends of described shrouding.
Further, the first described junction point and the second junction point are face contact.
Further, described concrete can be that normal concrete, high-strength concrete, lightweight aggregate concrete or self-compaction are mixed
Solidifying soil.
The beneficial effects of the utility model are embodied in:
1, welded by contact surface between hexagon steel pipe, simultaneously by rivet rivet clasp, reduce welding capacity, promote steel pipe bundle
Intensity；
2, triangle space can be used to drawing-in wire, it is simple to circuit arranged by finishing；
3, during hexagon steel pipe rolling, die mould bending can improve the axial strength of steel pipe bundle；
4, the angle that hexagon steel pipe contact surface is formed is conducive to welding, and appearance of weld is attractive in appearance；
5, in steel pipe bundle combinative structure component, steel pipe bundle batch production makes, and assembled in situization is constructed, the coagulation that inside pours
Soil is an entirety, pours conveniently, is not required to formwork；
6, all process steps that steel pipe bundle combinative structure component produces uses industrial equipment, and speed of production is fast, product quality
Reliably, a large amount of savings are artificial；
7, steel pipe bundle combinative structure component is both as vertical supporting member, again as lateral resistant member.Thickness of wall body is relatively thin,
Arranging in conjunction with building partition, the interior space divides flexibly.
Accompanying drawing explanation
Fig. 1 is this utility model steel pipe bundle schematic cross-section.
Detailed description of the invention
With reference to Fig. 1, a kind of steel pipe bundle combinative structure being made up of steel plate and hexagon section bar, it is made up of steel pipe bundle assembly,
Described steel pipe bundle assembly is sequentially connected with by multiple steel pipe unit and constitutes, and described steel pipe unit has cavity, described cavity
Interior cast concrete；
Described steel pipe unit be cross section be the section bar 1 of parallelepiped, the section bar 1 of described parallelepiped has
The axis of symmetry of horizontal direction, the section bar 1 of described parallelepiped is by top 11, following 12, limit, upper left 13, left lower side 14, right
Top 15 and limit, bottom right 16 form, and the first junction point 17 between described limit, upper left 13 and left lower side 14 is positioned at described symmetry
On axle, the second junction point 18 between described top right-hand side 15 and limit, bottom right 16 is positioned on described axis of symmetry；Adjacent is parallel
Top flange, the section bar of adjacent parallelepiped 1 time is formed by shrouding 2 overlap joint between the top 11 of hexagonal section bar 1
Forming lower flange by shrouding 2 overlap joint between limit 12, the two ends of described shrouding are connected to top or following by rivet 3 respectively
On, the first described junction point 17 welds with the second junction point 18 of adjacent steel pipe unit；
Described top right-hand side 15 and the limit, upper left 13 of adjacent steel pipe unit and described shrouding 2 enclose the upper wire casing of formation,
Described limit, bottom right 16 encloses formation inserting slot with left lower side 14 and the described shrouding 2 of adjacent steel pipe unit；
Described top flange is all parallel with described axis of symmetry with lower flange；A left side for the section bar 1 of described parallelepiped
The web that top 13, left lower side 14, top right-hand side 15 and limit, bottom right 16 are collectively forming between top flange and lower flange；
On putting down on described bottom and upper segment, parallel shows the die mould 19 that multiple section is V-shaped, multiple V-shaped respectively
Die mould 19 all concave towards the inner chamber of steel pipe unit, the die mould one_to_one corresponding of the V-shaped on upper and lower limit.
Further, rivet interlacement is passed through respectively on top flange and lower flange in the two ends of described shrouding 2.Further, institute
The first junction point 17 stated contacts with the second junction point 18 plane.
Further, described concrete can be that normal concrete, high-strength concrete, lightweight aggregate concrete or self-compaction are mixed
Solidifying soil.
Content described in this specification embodiment is only enumerating of the way of realization to inventive concept, of the present utility model
Protection domain is not construed as being only limitted to the concrete form that embodiment is stated, protection domain of the present utility model also and in this
Skilled person according to this utility model design it is conceivable that equivalent technologies means.
Claims (4)
1. the steel pipe bundle combinative structure being made up of steel plate and hexagon section bar, is made up of steel pipe bundle assembly, described steel pipe
Bundle assembly is sequentially connected with by multiple steel pipe unit and constitutes, and described steel pipe unit has cavity, cast coagulation in described cavity
Soil；It is characterized in that:
Described steel pipe unit be cross section be the section bar of parallelepiped, the section bar of described parallelepiped has level side
To axis of symmetry, the section bar of described parallelepiped by top, below, limit, upper left, left lower side, top right-hand side and limit, bottom right group
Becoming, described the first junction point between limit, upper left and left lower side is positioned on described axis of symmetry, described top right-hand side and bottom right
The second junction point between limit is positioned on described axis of symmetry；Shrouding is passed through between the top of the section bar of adjacent parallelepiped
Overlap joint formed top flange, the section bar of adjacent parallelepiped following between by shrouding overlap joint formed lower flange, described
The two ends of shrouding respectively by rivet interlacement on top or below on, the first described junction point and the second of adjacent steel pipe unit
Junction point welds；
Described top right-hand side and the limit, upper left of adjacent steel pipe unit and described shrouding enclose the upper wire casing of formation, described bottom right
Limit encloses formation inserting slot with left lower side and the described shrouding of adjacent steel pipe unit；
Described top flange is all parallel with described axis of symmetry with lower flange；The limit, upper left of the section bar of described parallelepiped,
The web that left lower side, top right-hand side and limit, bottom right are collectively forming between top flange and lower flange；
On described bottom and upper segment, parallel shows the die mould that multiple section is V-shaped respectively, and the die mould of multiple V-shaped is the most recessed
The die mould one_to_one corresponding of the V-shaped on the inner chamber of steel pipe unit, upper and lower limit.
A kind of steel pipe bundle combinative structure being made up of steel plate and hexagon section bar, it is characterised in that:
Rivet interlacement is passed through respectively on top flange and lower flange in the two ends of described shrouding.
A kind of steel pipe bundle combinative structure being made up of steel plate and hexagon section bar, it is characterised in that:
The first described junction point and the second junction point are face contact.
A kind of steel pipe bundle combinative structure being made up of steel plate and hexagon section bar, it is characterised in that:
Described concrete can be normal concrete, high-strength concrete, lightweight aggregate concrete or self-compacting concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620644473.XU CN205840053U (en) | 2016-06-23 | 2016-06-23 | A kind of steel pipe bundle combinative structure being made up of steel plate and hexagon section bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620644473.XU CN205840053U (en) | 2016-06-23 | 2016-06-23 | A kind of steel pipe bundle combinative structure being made up of steel plate and hexagon section bar |
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| Publication Number | Publication Date |
|---|---|
| CN205840053U true CN205840053U (en) | 2016-12-28 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926812A (en) * | 2016-06-23 | 2016-09-07 | 杭萧钢构股份有限公司 | Steel tube bundle composite structure composed of steel plates and hexagonal profiles |
-
2016
- 2016-06-23 CN CN201620644473.XU patent/CN205840053U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926812A (en) * | 2016-06-23 | 2016-09-07 | 杭萧钢构股份有限公司 | Steel tube bundle composite structure composed of steel plates and hexagonal profiles |
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| GR01 | Patent grant |