CN204139458U - Regeneration concrete ten shape steel tube hetermorphiscal column - Google Patents
Regeneration concrete ten shape steel tube hetermorphiscal column Download PDFInfo
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- CN204139458U CN204139458U CN201420514124.7U CN201420514124U CN204139458U CN 204139458 U CN204139458 U CN 204139458U CN 201420514124 U CN201420514124 U CN 201420514124U CN 204139458 U CN204139458 U CN 204139458U
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- hetermorphiscal column
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Abstract
The utility model discloses a kind of regeneration concrete ten shape steel tube hetermorphiscal column, be welded to form by round steel pipe and four U-shaped steel tanks, general aggregate concrete is built in U-shaped steel tank inside, and regenerated aggregate concrete is built in round steel pipe inside; Shearing bolt is welded with in U-shaped steel tank.Owing to adopting large diameter steel tube confinement regeneration concrete in the corner of ten type hetermorphiscal column, improve its stress performance, improve its anti-torsion ability, and the bearing capacity that improve by the regeneration concrete of steel tube confinement and shock resistance, decrease the suspection of people to regeneration concrete poor performance, be conducive to regeneration concrete applying and construction refuse resource in highrise building.Regeneration concrete ten shape steel tube hetermorphiscal column of the present utility model can be applicable in highrise building, and the region that earthquake intensity is larger, expands the range of application of regeneration concrete.In addition, because encased steel plate and steel pipe can use as template, therefore save template, accelerate speed of application, improve economic benefit.
Description
Technical field
The utility model belongs to steel performance and combination construction technical field, relates to hetermorphiscal column, especially a kind of regeneration concrete ten shape steel tube hetermorphiscal column.
Background technology
Waste concrete block claims regeneration aggregate through aggregate that is broken, that clean and formed after classification; Regeneration aggregate partly or entirely replaces the formulated concrete of the natural aggregates such as sandstone to be called regenerated aggregate concrete, is called for short regeneration concrete.Applying of regeneration concrete is conducive to construction refuse resource, meets environmental protection and sustainable development requirement.The key character of sustainable development is environmental protection and the protection to natural resource.Make full use of regeneration concrete, not only effectively can reduce the quantity of building waste, reduce building waste to the pollution of natural environment, play the effect of protection of the environment; And the regenerated aggregate concrete utilizing regeneration aggregate to configure can also reduce the exploitation to natural aggregate in construction work, reach the object of saving natural sandstone resource.Recycled concrete achieves the recycling to waste concrete, forms new building material product, has significant economy, society and environmental benefit.Therefore; from the angle of environmental protection and utilization of resources; regeneration concrete is considered to ecological ideas concrete; its technical research of Efforts To Develop and application study are useful and necessary; meeting the Mode of Circular of building trade and the low-carbon economic policy requirement of country's promotion, is also one of important measures of the great strategy of human kind sustainable development.
But, owing to adhering to the impact of old mortar in regeneration aggregate, compared with ordinary concrete, regeneration concrete is more prone to occur micro-crack under uniaxial tension effect, and then cause the uniaxial compressive strength of regeneration concrete to be generally less than ordinary concrete, have impact on it and apply.
Utility model content
The technical problems to be solved in the utility model is to provide the regeneration concrete ten shape steel tube hetermorphiscal column that a kind of bearing capacity is higher, anti-seismic performance is good.
For solving the problems of the technologies described above, the utility model is by the following technical solutions: regeneration concrete ten shape steel tube hetermorphiscal column, comprise ten type hetermorphiscal column, ten type hetermorphiscal column are welded to form by round steel pipe and four U-shaped steel tanks, round steel pipe is as the corner of ten type hetermorphiscal column, and four U-shaped steel tanks are respectively as the four limbs of ten type hetermorphiscal column; General aggregate concrete is built in U-shaped steel tank inside, and regenerated aggregate concrete is built in round steel pipe inside; Be welded with shearing bolt in U-shaped steel tank, the diameter of round steel pipe is greater than the width of U-shaped steel tank.
The diameter of round steel pipe is not less than 1.4 times of U-shaped steel tank width.
U-shaped steel tank is welded by encased steel plate.
The spacing of shearing bolt is not more than the width of U-shaped steel tank.
General aggregate strength grade of concrete is not less than C50, and strength of recycled aggregate concrete grade is not less than C35, and the concrete strength grade of general aggregate is greater than regenerated aggregate concrete.
Regenerated aggregate concrete is made up of new mortar and regeneration aggregate, and regeneration aggregate is made up of original natural aggregate and the old mortar of attachment; General aggregate concrete is made up of new mortar and common natural aggregate.
The steel ratio of ten shape steel tube hetermorphiscal column is 0.06-0.2.
For regenerated aggregate concrete application Problems existing, inventor has devised a kind of regeneration concrete ten shape steel tube hetermorphiscal column, be welded to form by round steel pipe and four U-shaped steel tanks, general aggregate concrete is built in U-shaped steel tank inside, and regenerated aggregate concrete is built in round steel pipe inside; Shearing bolt is welded with in U-shaped steel tank.Owing to adopting large diameter steel tube confinement regeneration concrete in the corner of ten type hetermorphiscal column, improve the stress performance of ten type hetermorphiscal column, improve its anti-torsion ability, and the bearing capacity that improve by the regeneration concrete of steel tube confinement and shock resistance, decrease the suspection of people to regeneration concrete poor performance, be conducive to regeneration concrete applying and construction refuse resource in highrise building.Regeneration concrete ten shape steel tube hetermorphiscal column of the present utility model can be applicable in highrise building, and the region that earthquake intensity is larger, expands the range of application of regeneration concrete.In addition, because encased steel plate and steel pipe can use as template, therefore save template, accelerate speed of application, improve economic benefit.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model regeneration concrete ten shape steel tube hetermorphiscal column.
Fig. 2 is the schematic diagram of regenerated aggregate concrete in Fig. 1.
Fig. 3 is the concrete schematic diagram of natural aggregate in Fig. 1.
In figure: 1U shape steel tank, 2 round steel pipes, 3 general aggregate concrete, 4 shearing bolts, 5 regenerated aggregate concretes, 6 new mortars, 7 original natural aggregates, 8 old mortars, 9 new mortars, 10 common natural aggregates.
Detailed description of the invention
As shown in Figures 1 to 3, regeneration concrete ten shape steel tube hetermorphiscal column of the present utility model, comprises ten type hetermorphiscal column, and ten type hetermorphiscal column are welded to form by round steel pipe 2 and four U-shaped steel tanks 1, round steel pipe is as the corner of ten type hetermorphiscal column, and four U-shaped steel tanks are respectively as the four limbs of ten type hetermorphiscal column; General aggregate concrete 3 is built in U-shaped steel tank inside, and regenerated aggregate concrete 5 is built in round steel pipe inside; Be welded with shearing bolt 4 in U-shaped steel tank, the diameter of round steel pipe is not less than 1.4 times of U-shaped steel tank width.
Manufacturing process
U-shaped steel tank is welded by encased steel plate, is first welded on steel plate by some row's shearing bolt connectors, and then by steel plate by soldering group synthesis U-shaped steel tank, two U-shaped steel tanks are welded to form ten type hetermorphiscal column again with round steel pipe.Build regenerated aggregate concrete in round steel pipe inside, regenerated aggregate concrete is made up of new mortar 6 and regeneration aggregate, and regeneration aggregate is made up of original natural aggregate 7 and the old mortar 8 of attachment.Build general aggregate concrete in U-shaped steel tank inside, general aggregate concrete is made up of new mortar 9 and common natural aggregate 10.Wherein, general aggregate strength grade of concrete is not less than C50, and strength of recycled aggregate concrete grade is not less than C35, and the concrete strength grade of general aggregate is greater than regenerated aggregate concrete.According to " reinforced concrete composite structure design specifications " (JGJ138-2001) regulation: the steel ratio of hetermorphiscal column is within the scope of 0.06-0.2.
Design principle
Steel pipe hetermorphiscal column of the present utility model both can meet requirement for bearing capacity, can improve again intensity and the shock resistance of restrained regeneration concrete.By arranging the larger steel pipe of diameter in the corner of ten type hetermorphiscal column, improve the Torsion bearing capacity of ten type hetermorphiscal column; Because steel duct builds regenerated aggregate concrete, in a compressed state, improve the intensity of regeneration concrete by the constraint of steel pipe, and then improve the bearing capacity of regeneration concrete, specifically: when axial force increases time, because concrete has certain poisson's ratio, lateral deformation can occur, under lateral deformation suffers restraints situation, the development of concrete microcrack can be restricted, deformation performance also can strengthen, thus improves bearing capacity; Because core concrete suffers restraints, when geological process, the micro-crack of inside concrete is also not easy expansion, thus improves shock resistance.Encased steel plate and natural aggregate concrete are by shearing bolt compact siro spinning technology, and the spacing of shearing bolt is not more than the width of U-shaped steel tank, is conducive to concrete and steel plate collaborative work.
Claims (7)
1. a regeneration concrete ten shape steel tube hetermorphiscal column, comprise ten type hetermorphiscal column, it is characterized in that: described ten type hetermorphiscal column are welded to form by round steel pipe and four U-shaped steel tanks, round steel pipe is as the corner of ten type hetermorphiscal column, and four U-shaped steel tanks are respectively as the four limbs of ten type hetermorphiscal column; General aggregate concrete is built in described U-shaped steel tank inside, and regenerated aggregate concrete is built in round steel pipe inside; Be welded with shearing bolt in described U-shaped steel tank, the diameter of round steel pipe is greater than the width of U-shaped steel tank.
2. regeneration concrete ten shape steel tube hetermorphiscal column according to claim 1, is characterized in that: the diameter of described round steel pipe is not less than 1.4 times of U-shaped steel tank width.
3. regeneration concrete ten shape steel tube hetermorphiscal column according to claim 2, is characterized in that: described U-shaped steel tank is welded by encased steel plate.
4. regeneration concrete ten shape steel tube hetermorphiscal column according to claim 3, is characterized in that: the spacing of described shearing bolt is not more than the width of U-shaped steel tank.
5. regeneration concrete ten shape steel tube hetermorphiscal column according to claim 4, it is characterized in that: described general aggregate strength grade of concrete is not less than C50, strength of recycled aggregate concrete grade is not less than C35, and the concrete strength grade of general aggregate is greater than regenerated aggregate concrete.
6. regeneration concrete ten shape steel tube hetermorphiscal column according to claim 5, is characterized in that: described regenerated aggregate concrete is made up of new mortar and regeneration aggregate, and regeneration aggregate is made up of original natural aggregate and the old mortar of attachment; Described general aggregate concrete is made up of new mortar and common natural aggregate.
7. regeneration concrete ten shape steel tube hetermorphiscal column according to claim 6, is characterized in that: the steel ratio of described ten shape steel tube hetermorphiscal column is 0.06-0.2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420514124.7U CN204139458U (en) | 2014-09-09 | 2014-09-09 | Regeneration concrete ten shape steel tube hetermorphiscal column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420514124.7U CN204139458U (en) | 2014-09-09 | 2014-09-09 | Regeneration concrete ten shape steel tube hetermorphiscal column |
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| Publication Number | Publication Date |
|---|---|
| CN204139458U true CN204139458U (en) | 2015-02-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420514124.7U Expired - Fee Related CN204139458U (en) | 2014-09-09 | 2014-09-09 | Regeneration concrete ten shape steel tube hetermorphiscal column |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196169A (en) * | 2014-09-09 | 2014-12-10 | 广西大学 | Recycled concrete cross steel tube special-shaped column |
-
2014
- 2014-09-09 CN CN201420514124.7U patent/CN204139458U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196169A (en) * | 2014-09-09 | 2014-12-10 | 广西大学 | Recycled concrete cross steel tube special-shaped column |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| 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: 20150204 Termination date: 20190909 |