CN1970958A - Cross type steel concrete profiled pole with solid-web steel framework - Google Patents
Cross type steel concrete profiled pole with solid-web steel framework Download PDFInfo
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- CN1970958A CN1970958A CN 200610105124 CN200610105124A CN1970958A CN 1970958 A CN1970958 A CN 1970958A CN 200610105124 CN200610105124 CN 200610105124 CN 200610105124 A CN200610105124 A CN 200610105124A CN 1970958 A CN1970958 A CN 1970958A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 114
- 239000010959 steel Substances 0.000 title claims abstract description 114
- 239000004567 concrete Substances 0.000 title claims description 29
- 239000007787 solid Substances 0.000 claims abstract 8
- 238000003466 welding Methods 0.000 claims description 5
- 239000011150 reinforced concrete Substances 0.000 abstract description 19
- 230000000703 anti-shock Effects 0.000 abstract 2
- 238000010276 construction Methods 0.000 description 5
- 230000035882 stress Effects 0.000 description 5
- 210000001015 abdomen Anatomy 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 206010042209 Stress Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a cross steel reinforced concrete special-shaped column matching with solid steel skeleton, comprising cross steel reinforced concrete special-shaped column and section steel. The section steel is matched with said cross steel reinforced concrete special-shaped column and said section steels are connected by solid steel plate. The cross steel reinforced concrete special-shaped columns matching with solid steel skeleton can improve the bearing ability and anti-shock performance of common RC special-shaped column by reasonably matching section steel It makes special-shaped column structure apply widely in high-rise building and the building in the region with high earthquake intensity , especially the high-rise building in the region against more than eight degree of anti-shock..
Description
Technical field
The present invention relates to steel and concrete combined structure and combination construction, particularly the steel reinforced concrete special-shaped column structure.
Background technology
Special-shaped column structure is a kind of new structure that development in recent years is got up.It is made up of L, T, ten shape posts, and post limb width and infilled wall uniform thickness are avoided the stupefied protrusion of post, can for the user provides comfortable work and dwelling environment, increase the actual usable floor area in room building organically combination flexibly attractive in appearance and that use, " percentage of usable dwelling area " height is favourably welcome.Country has issued multinomial directive document in order to promote this new structure.Yet along with going deep into that engineering is used and studied, some limitation of steel concrete (RC) hetermorphiscal column that adopts clearly embody at present.Consider light energy conservation, partition wall and post limb thickness are generally little, often adopt two kinds of 200mm and 240mm, are subjected to the wide restriction of the effective wing of column section (ratio≤4 that limb length is wide with limb) simultaneously, and its section area is very limited.Be subjected to the restriction of concrete strength and sectional reinforcement rate, the supporting capacity of RC hetermorphiscal column is also very limited, while cross section irregularity, and poor seismic behavior, ductility is poor, and limit value of axial compression ratio is very low, and its scope of application is very limited.Be only applicable in the building in multilayer or small sized multiple story building and fortification intensity 7 degree and the following area of 7 degree.Therefore, how research improves columns bearing capacity and anti-seismic performance, just becomes problem demanding prompt solution when highrise building and high earthquake intensity district application hetermorphiscal column.
The purpose of the concrete profiled pile of configuration shaped steel is exactly by configuration shaped steel, improves the supporting capacity and the anti-seismic performance of common RC hetermorphiscal column.Special-shaped column structure can be applied in the building in highrise building and high earthquake intensity area.
In order to reach the supporting capacity that improves hetermorphiscal column and the purpose of anti-seismic performance, in the RC hetermorphiscal column, dispose shaped steel, form steel reinforced concrete (SRC) hetermorphiscal column.A large amount of in the past square-section SRC structures that studies show that are compared with reinforced concrete structure, owing to include more shaped steel, its supporting capacity and anti-seismic performance all are significantly improved.SRC structure and reinforced concrete structure significantly one of difference are exactly that shaped steel and concrete adhesion stress are far smaller than reinforcing bar and concrete adhesion stress.In order to guarantee that two kinds of different elements of shaped steel and concrete can collaborative work, must take certain measure (such as weld stud or take the certain protection layer thickness), otherwise not reach effect of Combination.
Summary of the invention
The technical problem to be solved in the present invention is: a kind of ten shape steel reinforced concrete hetermorphiscal column of joining solid-web steel framework are provided, and these ten shape steel reinforced concrete hetermorphiscal column of joining solid-web steel framework can improve concrete and shaped steel adhesion stress.
For solving the problems of the technologies described above, the technical scheme of technical solution problem of the present invention is:
Comprise ten shape concrete profiled piles, shaped steel, in described ten shape concrete profiled piles, dispose shaped steel, link to each other by real abdomen steel plate between the described shaped steel.
Vertical T-steel (1,2,3,4) is set respectively in ten shape concrete profiled piles, vertical T-steel (1) is connected with vertical T-steel (3) by web (5), vertical T-steel (2) is connected with vertical T-steel (4) by web (6), weld cross webs (5,6) junction, thereby form the space steel frame of two orthogonal intersections.
The steel rate is joined 4%～10% in described ten shape steel reinforced concrete hetermorphiscal column cross sections of joining solid-web steel framework.
The invention has the beneficial effects as follows:
The purpose of joining ten shape steel reinforced concrete hetermorphiscal column of solid-web steel framework is exactly by reasonable configuration shaped steel, thereby improves the supporting capacity and the anti-seismic performance of common RC hetermorphiscal column.Special-shaped column structure can be applied, particularly the highrise building in the above area of seismic fortification intensity 8 degree in the building in highrise building and high earthquake intensity area.
Description of drawings
Fig. 1 joins ten shape steel reinforced concrete hetermorphiscal column schematic diagrames of solid-web steel framework.
The specific embodiment
For the supporting capacity that can reach effective raising hetermorphiscal column and the purpose of anti-seismic performance, the steel rate of joining in cross section can not be too low, can not be too high, shaped steel is joined very little, misses one's aim, and shaped steel is joined too much, must cause concrete that the bond stress of shaped steel is reduced, have influence on both adhesion stresss.In conjunction with China's national situation, the cross section is joined the steel rate and is advisable 4%～10%, and we are by experimental study, joins the steel rate and compares ultimate bearing capacity for the SRC hetermorphiscal column RC hetermorphiscal column identical with section form in this scope and improve and (see Table 1) more than 36%.Shaped steel and concrete adhesion strength reach about 2.5MPa, and the slippage between shaped steel and the concrete is less than 0.4mm.
The ultimate bearing capacity of table 1 SRC hetermorphiscal column and RC hetermorphiscal column relatively
The ten shape steel reinforced concrete hetermorphiscal column of joining solid-web steel framework, in order to guarantee shaped steel and concrete collaborative work, the vertical reinforcement of configuration some and stirrup are necessary fully in the cross section, and this is also confirmed by our experimental study; Because the existence of web makes stirrup make closed and relatively bother, make closed stirrup and can take the way of welding or on steel plate, boring a hole.The shear-carrying capacity major part of joining the SRC hetermorphiscal column of solid-web steel framework has real abdomen steel plate to bear, stirrup is not main to the contribution of shearing resistance effect, the main purpose of stirrup is the inner concrete of constraint in joining the SRC hetermorphiscal column of solid-web steel framework, thereby improving shaped steel and concrete collaborative work ability, is different with common RC hetermorphiscal column on this point.We show by the experimental study result of 5 test specimens: join the SRC hetermorphiscal column of solid-web steel framework, shaped steel and concrete can keep collaborative work, have antidetonation deformability and energy dissipation capacity preferably.
In order to ensure shaped steel and concrete collaborative work, satisfy the fire prevention of structure, requirement such as anticorrosion, antirust simultaneously, the SRC hetermorphiscal column needs certain thickness of concrete cover, and protective layer thickness can be calculated by following formula to be determined:
c
min＝0.2822b
f
In the formula: c
MinRepresent required thickness of concrete cover minimum value, b
fBe the T-steel flange width.
The construction technology of joining ten shape steel reinforced concrete hetermorphiscal column of solid-web steel framework:
Joining the composition of shaped steel skeleton of ten shape steel reinforced concrete hetermorphiscal column of solid-web steel framework is made up of vertical T-steel and real abdomen steel plate, T-steel can be welded by the steel plate of corresponding specification as required, also can be formed by the i iron cutting, real abdomen steel plate generally adopts steel sheet.Welding is adopted in connection between all shaped steel.Can be in advance produce, transport to the job site then, behind the assigned address installation in position, can bear the skeleton of working load, thereby save the support of template as the construction stage in specialized steel structure company.If be connected to form space structures with reinforced concrete beam, then can connect the contact place the vertical shaped steel welding of reinforcing bar in the beam and SRC hetermorphiscal column, so just can avoid the node place of common RC hetermorphiscal column and RC beam because beam muscle and post muscle are crossing in same plane, the cloth muscle is intensive, is unfavorable for the problem of constructing.If be connected to form overall structure with SRC beam or girder steel, then vertical shaped steel in the post and the shaped steel in the beam adopt welding, so just formed whole shaped steel skeleton, can be used as the load-bearing skeleton of construction stage, can save the support consumptive material in large quantities, and provide possibility for realizing that a plurality of floors are constructed simultaneously, can accelerating construction progress, create how better social benefit and economic benefit.
The steel of joining of joining in the ten shape steel reinforced concrete hetermorphiscal column of solid-web steel framework is described as follows shown in Figure 1.1,2,3,4 is vertical T-steel, and 5,6 is web; Vertical T-steel 1 passes through web 5 and is connected with vertical T-steel 3, and vertical T-steel 2 is connected with vertical T-steel 4 by web 6, and weld cross webs 5,6 junctions, thereby form the space steel frame of two orthogonal intersections.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200610105124 CN1970958A (en) | 2006-12-05 | 2006-12-05 | Cross type steel concrete profiled pole with solid-web steel framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200610105124 CN1970958A (en) | 2006-12-05 | 2006-12-05 | Cross type steel concrete profiled pole with solid-web steel framework |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1970958A true CN1970958A (en) | 2007-05-30 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200610105124 Pending CN1970958A (en) | 2006-12-05 | 2006-12-05 | Cross type steel concrete profiled pole with solid-web steel framework |
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| Country | Link |
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| CN (1) | CN1970958A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102758501A (en) * | 2012-07-23 | 2012-10-31 | 华北水利水电学院 | High-strength spiral hoop confined high-strength wide flange cross-shaped steel reinforced octagonal concrete column |
| CN103541509A (en) * | 2013-10-08 | 2014-01-29 | 沈阳建筑大学 | Irregular-section steel skeleton fiber concrete column |
| CN103866867A (en) * | 2014-03-21 | 2014-06-18 | 中建八局大连建设工程有限公司 | Split-level sealing and anchoring structure for multi-row main reinforcements of steel reinforced concrete combination giant pillar and construction process of split-level sealing and anchoring structure |
-
2006
- 2006-12-05 CN CN 200610105124 patent/CN1970958A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102758501A (en) * | 2012-07-23 | 2012-10-31 | 华北水利水电学院 | High-strength spiral hoop confined high-strength wide flange cross-shaped steel reinforced octagonal concrete column |
| CN103541509A (en) * | 2013-10-08 | 2014-01-29 | 沈阳建筑大学 | Irregular-section steel skeleton fiber concrete column |
| CN103866867A (en) * | 2014-03-21 | 2014-06-18 | 中建八局大连建设工程有限公司 | Split-level sealing and anchoring structure for multi-row main reinforcements of steel reinforced concrete combination giant pillar and construction process of split-level sealing and anchoring structure |
| CN103866867B (en) * | 2014-03-21 | 2017-11-17 | 中建八局大连建设工程有限公司 | Steel reinforced concrete combines the multiple rows of cage bar staggered floor sealing off and covering anchorage structure of huge post and its construction technology |
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