CN206174115U - Integrated configuration is restrainted to steel pipe by high -frequency soldering H shaped steel is constituteed - Google Patents
Integrated configuration is restrainted to steel pipe by high -frequency soldering H shaped steel is constituteed Download PDFInfo
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- CN206174115U CN206174115U CN201621149979.XU CN201621149979U CN206174115U CN 206174115 U CN206174115 U CN 206174115U CN 201621149979 U CN201621149979 U CN 201621149979U CN 206174115 U CN206174115 U CN 206174115U
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- section bar
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Abstract
The utility model discloses an integrated configuration is restrainted to steel pipe by high -frequency soldering H shaped steel is constituteed restraints the assembly by the steel pipe and constitutes, and steel pipe bundle assembly is connected gradually by a plurality of steel pipe units and constitutes, and the steel pipe unit has cavity, deposit concrete in the cavity, the steel pipe unit is that the H type section bar concatenation of H shape constitutes by a plurality of cross sections, and H type section bar includes the first edge of a wing, the second edge of a wing and sets up the web between the first edge of a wing and the second edge of a wing perpendicularly, and the distribution maybe the third edge of a wing and the fourth edge of a wing at the first edge of a wing branch of web both sides, and the distribution maybe the 5th edge of a wing and the 6th edge of a wing at the second edge of a wing branch of web both sides, the fourth edge of a wing overlap joint of previous H type section bar is on the third edge of a wing of a back H type section bar, and the 6th edge of a wing overlap joint of previous H type section bar is on the 5th edge of a wing of a back H type section bar, the steel pipe unit can form the cross -section component that in -line, L shape, T shape or Z appeared in top flange and the welding of lower flange department. The utility model discloses it is swift to measure economy, component simple manufacture, construction convenience with the steel.
Description
Technical field
This utility model is related to a kind of steel pipe bundle combinative structure being made up of high frequency welding of H-structural steel, belongs to architectural engineering neck
Domain.
Background technology
Under construction, by the material point of agent structure, conventional has two kinds of xoncrete structure and steel construction.
Traditional xoncrete structure needs scene a large amount of artificial, and timber application is more in constructing, the dirt such as waste water, airborne dust
Dye is serious, does not meet the policy requirements of national energy-saving environmental protection.But the shear wall structure system in xoncrete structure, it is preferable providing
While anti-side rigidity, architectural composition is flexible.Particularly in residential structure, shear wall is relatively thin, can be with building segmenting wall body
Beneficial combination, there is provided the comfortable interior space.
Steel construction is a kind of building system of industrialization, meets standardized designs, batch production making, prefabricated construction, letter
The building industrialization standard of breathization management is required.Assembled in situization construction saves a large amount of artificial, and waste material of constructing is few, energy-saving ring
Protect.The components such as steel column, girder steel, support in steel structure system, manual manufacture still accounts for sizable ratio, and node domain construction is multiple
Miscellaneous, cost of manufacture is high.Steel column mostly is square rectangular column, and when applying in house, there is steel column salient angle interior, brings not to building arrangements
Just.
If steel construction be effectively combined with xoncrete structure, a kind of new lateral resistant member is formed, fully sent out
Wave the architectural composition of concrete shear force wall flexibly, the advantage that structure steel fabrication industrialization degree is high, speed of application is fast, while playing
The big material property advantage of steel high-strength light, concrete rigidity, is one fine to the shortcoming in current architecture configuration system
Solution.
The content of the invention
In order to the structure manufacture for overcoming existing lateral resistant member to exist is complicated, scene needs a large amount of artificial, constructional difficulties etc.
Shortcoming, this utility model provides simple a kind of steel using amount economy, structure manufacture, convenient and quick construction, is easy to industrialized production, fills
Distribute and wave the performance advantage of steel and concrete, be conducive to saving material, reduce environmental pollution, improve living environment, society Jing
The good steel pipe bundle combinative structure being made up of high frequency welding of H-structural steel of Ji performance.
The technical solution adopted in the utility model is：
The steel pipe bundle combinative structure being made up of high frequency welding of H-structural steel, is made up of steel pipe bundle assembly, described steel pipe bundle assembly
It is sequentially connected by multiple steel pipe units and is constituted, described steel pipe unit has cavity, cast concrete in described cavity；It is special
Levy and be：
Described steel pipe unit is spliced to form by the H type section bars that some cross sections are H-shaped, and described H types section bar includes the
One edge of a wing, second edge of a wing and the web being vertically set between first edge of a wing and second edge of a wing, are distributed in the first of web both sides
The edge of a wing is respectively the 3rd edge of a wing and the 4th edge of a wing, and second edge of a wing for being distributed in web both sides is respectively the 5th edge of a wing and the 6th wing
Edge；
4th edge of a wing of previous H types section bar is overlapped on the 3rd edge of a wing of latter H types section bar, and the 6th of previous H types section bar the
The edge of a wing is overlapped on the 5th edge of a wing of latter H types section bar；
3rd edge of a wing, the 5th wing of the 4th edge of a wing of previous H types section bar, the 6th edge of a wing, web and latter H types section bar
Edge, web enclose steel pipe unit jointly；
Some first edges of a wing are collectively forming top flange, and some second edges of a wing are collectively forming lower flange.
Welded by end steel plate, square tube or rectangle duct occlusion between described top flange and the end of lower flange.
Described concrete adopts normal concrete, high-strength concrete, self-compacting concrete, lightweight aggregate concrete or regeneration
Concrete.
Described steel pipe unit is welded at top flange and lower flange can form in-line, L-shaped, T-shaped or Z-shaped section structure
Part.
The beneficial effects of the utility model are embodied in：
1st, high frequency welding of H-structural steel, by high frequency electric the fuse itself seam of metal local is made, and without welding wire, solder flux can be at a high speed
Continuous production, yield is high, easily realizes mechanization, automatization.
2nd, all process steps of steel pipe bundle combinative structure component production adopt industrial equipment, and speed of production is fast, product quality
It is reliable, it is a large amount of to save artificial；
3rd, casting concrete is very convenient in steel pipe bundle combinative structure member cavities, is not required to formwork；
4th, steel pipe bundle combinative structure component is both as vertical supporting member, and as lateral resistant member.Thickness of wall body is relatively thin,
With reference to building partition arrangement, the interior space divides flexible.
Description of the drawings
Fig. 1 is steel pipe bundle assembly structure schematic diagram of this utility model end by rectangular tube welded closure.
Fig. 2 is the steel pipe bundle assembly structure schematic diagram of this utility model ends by end steel plate welded closure.
Fig. 3 is this utility model by the L-shaped element structure schematic diagram in the section that steel pipe unit is formed.
Specific embodiment
Referring to figs. 1 to Fig. 3, the steel pipe bundle combinative structure being made up of high frequency welding of H-structural steel, it is made up of steel pipe bundle assembly, institute
The steel pipe bundle assembly stated is sequentially connected by multiple steel pipe units and is constituted, and described steel pipe unit has cavity, in described cavity
Cast concrete 3；
Described steel pipe unit is spliced to form by the H types section bar 1 that some cross sections are H-shaped, and described H types section bar includes the
One edge of a wing 11, second edge of a wing 12 and the web 2 being vertically set between first edge of a wing 11 and second edge of a wing 12, are distributed in web 2
First edge of a wing 11 of both sides is respectively the 3rd edge of a wing and the 4th edge of a wing, and second edge of a wing 12 for being distributed in the both sides of web 2 is respectively
Five edges of a wing and the 6th edge of a wing；
4th edge of a wing of previous H types section bar is overlapped on the 3rd edge of a wing of latter H types section bar, and the 6th of previous H types section bar the
The edge of a wing is overlapped on the 5th edge of a wing of latter H types section bar；
3rd edge of a wing, the 5th wing of the 4th edge of a wing of previous H types section bar, the 6th edge of a wing, web and latter H types section bar
Edge, web enclose steel pipe unit jointly；
Some first edges of a wing are collectively forming top flange, and some second edges of a wing are collectively forming lower flange.
Welding is closed by end steel plate 42, square tube or rectangular tube 41 between described top flange and the end of lower flange.
Described concrete 3 is using normal concrete, high-strength concrete, self-compacting concrete, lightweight aggregate concrete or again
Growing concrete.
Described steel pipe unit is welded at top flange and lower flange can form in-line, L-shaped, T-shaped or Z-shaped section structure
Part.
Content described in this specification embodiment is only enumerating for 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 is also and in this
Art personnel according to this utility model design it is conceivable that equivalent technologies mean.
Claims (4)
1. the steel pipe bundle combinative structure being made up of high frequency welding of H-structural steel, is made up of steel pipe bundle assembly, described steel pipe bundle assembly by
Multiple steel pipe units are sequentially connected composition, and described steel pipe unit has cavity, cast concrete in described cavity；Its feature
It is：
Described steel pipe unit is spliced to form by the H type section bars that some cross sections are H-shaped, and described H types section bar includes first wing
Edge, second edge of a wing and the web being vertically set between first edge of a wing and second edge of a wing, are distributed in first edge of a wing of web both sides
It is respectively the 3rd edge of a wing and the 4th edge of a wing, second edge of a wing for being distributed in web both sides is respectively the 5th edge of a wing and the 6th edge of a wing；
4th edge of a wing of previous H types section bar is overlapped on the 3rd edge of a wing of latter H types section bar, the 6th edge of a wing of previous H types section bar
It is overlapped on the 5th edge of a wing of latter H types section bar；
3rd edge of a wing, the 5th edge of a wing, the abdomen of the 4th edge of a wing of previous H types section bar, the 6th edge of a wing, web and latter H types section bar
Plate encloses steel pipe unit jointly；
Some first edges of a wing are collectively forming top flange, and some second edges of a wing are collectively forming lower flange.
2. the steel pipe bundle combinative structure being made up of high frequency welding of H-structural steel as claimed in claim 1, it is characterised in that：Described
Welded by end steel plate, square tube or rectangle duct occlusion between top flange and the end of lower flange.
3. the steel pipe bundle combinative structure being made up of high frequency welding of H-structural steel as claimed in claim 2, it is characterised in that：Described
Concrete adopts normal concrete, high-strength concrete, self-compacting concrete, lightweight aggregate concrete or regeneration concrete.
4. the steel pipe bundle combinative structure being made up of high frequency welding of H-structural steel as described in one of claims 1 to 3, it is characterised in that：
Described steel pipe unit is welded at top flange and lower flange and can form in-line, L-shaped, T-shaped or Z-shaped section structural member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621149979.XU CN206174115U (en) | 2016-10-24 | 2016-10-24 | Integrated configuration is restrainted to steel pipe by high -frequency soldering H shaped steel is constituteed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621149979.XU CN206174115U (en) | 2016-10-24 | 2016-10-24 | Integrated configuration is restrainted to steel pipe by high -frequency soldering H shaped steel is constituteed |
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| Publication Number | Publication Date |
|---|---|
| CN206174115U true CN206174115U (en) | 2017-05-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621149979.XU Active CN206174115U (en) | 2016-10-24 | 2016-10-24 | Integrated configuration is restrainted to steel pipe by high -frequency soldering H shaped steel is constituteed |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217759A (en) * | 2017-06-16 | 2017-09-29 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel faced wall with stirrup |
-
2016
- 2016-10-24 CN CN201621149979.XU patent/CN206174115U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217759A (en) * | 2017-06-16 | 2017-09-29 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel faced wall with stirrup |
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