CN202298891U - Large hidden grid type or truss type mixed component - Google Patents
Large hidden grid type or truss type mixed component Download PDFInfo
- Publication number
- CN202298891U CN202298891U CN2011202931512U CN201120293151U CN202298891U CN 202298891 U CN202298891 U CN 202298891U CN 2011202931512 U CN2011202931512 U CN 2011202931512U CN 201120293151 U CN201120293151 U CN 201120293151U CN 202298891 U CN202298891 U CN 202298891U
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- CN
- China
- Prior art keywords
- steel pipe
- concrete
- component
- steel
- truss
- 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.)
- Expired - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 91
- 239000010959 steel Substances 0.000 claims abstract description 91
- 239000004567 concrete Substances 0.000 claims abstract description 47
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 18
- 230000002787 reinforcement Effects 0.000 claims description 16
- 210000002356 Skeleton Anatomy 0.000 claims description 14
- 210000003414 Extremities Anatomy 0.000 claims description 10
- 230000003014 reinforcing Effects 0.000 claims description 4
- 239000011372 high-strength concrete Substances 0.000 claims description 3
- 239000011376 self-consolidating concrete Substances 0.000 claims description 3
- 239000003643 water by type Substances 0.000 claims description 3
- 229910000746 Structural steel Inorganic materials 0.000 claims description 2
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 238000005755 formation reaction Methods 0.000 claims 1
- 238000005452 bending Methods 0.000 abstract description 4
- 238000005260 corrosion Methods 0.000 abstract description 2
- 230000002035 prolonged Effects 0.000 abstract 1
- 239000000463 material Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001681 protective Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Abstract
The utility model discloses a large hidden grid type or truss type mixed component, which belongs to the technical field of engineering structures. The component is the component with a triangular cross section, wherein three steel pipes or steel pipe concrete is connected into a whole through a steel pipe web member to form a three-limb structure type or truss type steel pipe or steel pipe concrete; the three-limb structure type or truss type steel pipe or steel pipe concrete serves as a rigid framework; and reinforced concrete is wrapped outside the rigid framework. When the component is compared with the traditional grid type (truss type) steel pipe structure, through the externally wrapped reinforced concrete, the integrity of the component is improved, the shear resistance of the component is increased, the steel pipe web member in the component can be protected, corrosion of the steel pipe in an outdoor environment is prevented, the maintenance cost is reduced, and the service life of the structure is prolonged. In addition, due to the triangular cross section, the component has the characteristic of more attractive appearance and the like. The problem that relatively higher bending-resistant rigidity and shear-resistant bearing capacity of the cross section are required in the components in large public building and large-span bridges is solved through the large hidden grid type or truss type mixed component.
Description
Technical field
The invention belongs to the engineering structures technical field, particularly a kind of huge dark lattice or truss-like hybrid component.Possible application: in all kinds of large public buildings, the bridge engineering structure.
Background technology
The large scale structure member needs very big cross section bending rigidity and shear-carrying capacity to resist horizontal loadings such as wind load, seismic load; Improve rigidity if enlarge the sectional dimension of reinforced concrete member simply, the concrete deadweight just might be with post or beam conquassation; In addition, creep in the concrete in mass, shrink and all more outstanding, also will produce many adverse effects structure in the heat of hydration problem in hydrated cementitious stage.If adopt steel work, its stable problem will be more outstanding, and steel using amount is huge.
Summary of the invention
The present invention is directed to the medium-and-large-sized structural element of prior art needs the problem of larger cross-section bending rigidity and shear-carrying capacity, and a kind of huge dark lattice or truss-like hybrid component are provided.
A kind of huge dark lattice provided by the invention or truss-like hybrid component; It is the triangular-section member; Connect 3 steel pipes or concrete filled steel tube in aggregates through the steel pipe web member; Form 3 limb lattices or truss-like steel pipe or concrete filled steel tube as stiff skeleton, stiff skeleton encased steel reinforced concrete.
Fill concrete forms described concrete filled steel tube in steel pipe.
Assembling reinforcement between stressed steel pipe or concrete filled steel tube, and folded water external wrapping concrete and form described encased steel reinforced concrete.
Said reinforcing bar comprises longitudinal reinforcement and transverse reinforcement.
The structural steel pipe that employing welded steel pipe, seamless steel pipe, cold-bent pipe or other modes form is as the steel pipe of member.
Concrete in concrete filled steel tube and the encased steel reinforced concrete can adopt constructional materialss such as high-strength concrete or self-compacting concrete, wants strict control specification of aggregate simultaneously, guarantee concrete can be evenly, perfusion densely.
Huge dark lattice of the present invention or truss-like hybrid component, through the steel pipe web member that 3 steel pipes or concrete filled steel tube connection are in aggregates, forming 3 limb lattice (truss-like) steel pipes or concrete filled steel tube is the initial stage working load that stiff skeleton is born structure earlier; Assembling reinforcement between stressed steel pipe or concrete filled steel tube again; At last, the triangular-section member that combines of folded pouring concrete.Guaranteeing can co-ordination between the different materials.
The present invention is to provide a kind of novel huge dark lattice or truss-like hybrid component; It is the initial stage working load of bearing structure by 3 limb lattice (truss-like) steel pipes or concrete filled steel tube as stiff skeleton earlier; The triangular-section member that assembling reinforcement and folded pouring concrete combine between stressed steel pipe or concrete filled steel tube again, guaranteeing can co-ordination between the different materials.
Innovative point of the present invention and beneficial effect are: with 3 limb lattice (truss-like) steel pipes or concrete filled steel tube as skeleton; Its section form is carried out, and structural integrity is strong, can be under the situation that guarantees rigidity of section; Reduce concrete consumption significantly, alleviate member dead weight; 3 limb lattice (truss-like) steel pipes or steel tube concrete soil skeleton in the member not only can significantly improve the shearing resistance and the anti-seismic performance of member, and can bear the initial stage working load of structure, thereby both have been convenient to construction, again can the reduction of erection time.In addition; Compare with traditional lattice or truss-like steel tubular structure, the encased steel reinforced concrete not only improves the globality of member, increases the shear behavior of member; But also can the steel pipe web member in the member be played a protective role; Prevent the corrosion of steel pipe lowered in field environment, reduce maintenance cost, improve the service life of structure.In addition, the triangular-section form of member has more characteristics such as attractive in appearance.
Dark lattice of the present invention or truss-like hybrid component have solved the problem that member in large public building, the long span bridge beam needs larger cross-section bending rigidity and shear-carrying capacity.
Description of drawings
Fig. 1 is huge dark lattice of the present invention or truss-like hybrid component plan view;
Fig. 2 is an A-A sectional drawing among Fig. 1;
More than each figure in: 1-steel pipe or concrete filled steel tube, 2-steel pipe web member, 3-external wrapping concrete, 4-longitudinal reinforcement, 5-transverse reinforcement.
The specific embodiment
Following embodiment can make those skilled in the art more comprehensively understand the present invention, but does not limit the present invention in any way.
Embodiment 1
A kind of huge dark lattice or truss-like hybrid component, it is the triangular-section member, and is through steel pipe web member 2 that 1 connection of 3 steel pipes is in aggregates, forms 3 limb lattices or truss-like steel pipe as stiff skeleton, stiff skeleton encased steel reinforced concrete.
In 1 assembling reinforcement of stressed steel pipe, and the folded external wrapping concrete 3 that waters forms described encased steel reinforced concrete.
Said reinforcing bar comprises longitudinal reinforcement 4 and transverse reinforcement 5.
Adopt the steel pipe of welded steel pipe as member.
Concrete in the encased steel reinforced concrete adopts high-strength concrete, wants strict control specification of aggregate simultaneously, guarantee concrete can be evenly, perfusion densely.
Fig. 1 is the plan view of the hybrid component of 3 limb lattices or truss-like steel pipe skeleton encased steel reinforced concrete, can be applied to compressed member or flexural member etc. in the structure.
Embodiment 2
A kind of huge dark lattice or truss-like hybrid component; It is the triangular-section member; Fill concrete forms concrete filled steel tube 1 in steel pipe; Through steel pipe web member 2 that 1 connection of 3 concrete filled steel tubes is in aggregates, form 3 limb lattices or truss-like concrete filled steel tube as stiff skeleton, stiff skeleton encased steel reinforced concrete.
In 1 assembling reinforcement of stressed concrete filled steel tube, and the folded external wrapping concrete 3 that waters forms described encased steel reinforced concrete.
Said reinforcing bar comprises longitudinal reinforcement 4 and transverse reinforcement 5.
Adopt the steel pipe of seamless steel pipe as member.
Concrete in concrete filled steel tube and the encased steel reinforced concrete adopts self-compacting concrete, wants strict control specification of aggregate simultaneously, guarantee concrete can be evenly, perfusion densely.
Fig. 1 is the plan view of the hybrid component of 3 limb lattices or truss-like steel tube concrete soil skeleton encased steel reinforced concrete, can be applied to compressed member or flexural member etc. in the structure.
The above; Be merely the preferable specific embodiment of the present invention, but protection scope of the present invention is not limited thereto, any technician who is familiar with the present technique field is in the technical scope that the present invention discloses; The variation that can expect easily or replacement all should be encompassed within protection scope of the present invention.Therefore, protection scope of the present invention should be as the criterion with the protection domain of claim.
Claims (6)
1. huge dark lattice or truss-like hybrid component; It is characterized in that: it is the triangular-section member; Connect 3 steel pipes or concrete filled steel tube (1) in aggregates through steel pipe web member (2); Form 3 limb lattices or truss-like steel pipe or concrete filled steel tube as stiff skeleton, stiff skeleton encased steel reinforced concrete.
2. hybrid component according to claim 1 is characterized in that: fill concrete forms described concrete filled steel tube in steel pipe.
3. hybrid component according to claim 1 is characterized in that: assembling reinforcement between stressed steel pipe or concrete filled steel tube, and the folded external wrapping concrete (3) that waters forms described encased steel reinforced concrete.
4. hybrid component according to claim 3 is characterized in that: said reinforcing bar comprises longitudinal reinforcement (4) and transverse reinforcement (5).
5. hybrid component according to claim 1 is characterized in that: adopt the steel pipe of the structural steel pipe of welded steel pipe, seamless steel pipe or cold-bent pipe formation as member.
6. hybrid component according to claim 1 is characterized in that: the concrete in concrete filled steel tube and the encased steel reinforced concrete adopts high-strength concrete or self-compacting concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202931512U CN202298891U (en) | 2011-08-12 | 2011-08-12 | Large hidden grid type or truss type mixed component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202931512U CN202298891U (en) | 2011-08-12 | 2011-08-12 | Large hidden grid type or truss type mixed component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202298891U true CN202298891U (en) | 2012-07-04 |
Family
ID=46367819
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011202931512U Expired - Lifetime CN202298891U (en) | 2011-08-12 | 2011-08-12 | Large hidden grid type or truss type mixed component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202298891U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103306431A (en) * | 2013-05-31 | 2013-09-18 | 福建工程学院 | Reinforced concrete pipe lattice column |
| CN103306428A (en) * | 2013-06-26 | 2013-09-18 | 清华大学 | Built-in heavy load beam member of novel composite truss |
| CN106760218A (en) * | 2016-12-08 | 2017-05-31 | 北京建筑大学 | A kind of steel pipe steel bar girder |
| CN110670801A (en) * | 2019-08-30 | 2020-01-10 | 贵州大学 | Hollow truss structure |
-
2011
- 2011-08-12 CN CN2011202931512U patent/CN202298891U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103306431A (en) * | 2013-05-31 | 2013-09-18 | 福建工程学院 | Reinforced concrete pipe lattice column |
| CN103306431B (en) * | 2013-05-31 | 2016-01-13 | 福建工程学院 | Concrete reinforced pipe lattice column |
| CN103306428A (en) * | 2013-06-26 | 2013-09-18 | 清华大学 | Built-in heavy load beam member of novel composite truss |
| CN103306428B (en) * | 2013-06-26 | 2015-06-10 | 清华大学 | Built-in heavy load beam member of novel composite truss |
| CN106760218A (en) * | 2016-12-08 | 2017-05-31 | 北京建筑大学 | A kind of steel pipe steel bar girder |
| CN110670801A (en) * | 2019-08-30 | 2020-01-10 | 贵州大学 | Hollow truss structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120704 |
|
| CX01 | Expiry of patent term |