CN204456655U - A kind of overlength composite steel concrete column batter post structure - Google Patents
A kind of overlength composite steel concrete column batter post structure Download PDFInfo
- Publication number
- CN204456655U CN204456655U CN201420872744.8U CN201420872744U CN204456655U CN 204456655 U CN204456655 U CN 204456655U CN 201420872744 U CN201420872744 U CN 201420872744U CN 204456655 U CN204456655 U CN 204456655U
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- Prior art keywords
- batter post
- concrete column
- post structure
- support
- taper pile
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 28
- 239000010959 steel Substances 0.000 title claims abstract description 28
- 239000002131 composite material Substances 0.000 title claims abstract description 14
- 238000009416 shuttering Methods 0.000 claims abstract description 19
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 18
- 238000005516 engineering process Methods 0.000 claims abstract description 9
- 241000168254 Siro Species 0.000 claims abstract description 7
- 238000009987 spinning Methods 0.000 claims abstract description 7
- 238000005457 optimization Methods 0.000 abstract description 2
- 230000001737 promoting effect Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 238000012546 transfer Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
A kind of overlength composite steel concrete column batter post structure, at least comprises rigid joint, taper pile shuttering, jack, reinforcing bar, concrete column, channel steel support and support scaffolding; Described rigid joint is arranged on one end of batter post structure and angle of inclination is consistent with batter post; Described taper pile shuttering be symmetricly set on batter post surrounding and with rigid joint lower end compact siro spinning technology; Described concrete column is arranged on swash plate template inside and fills up whole batter post structure; Described reinforcing bar is that netted to be arranged on concrete column inner and tightly attached with concrete column; Described channel steel support is arranged on batter post structure device inclination side and is connected with taper pile shuttering; Described support scaffolding is arranged on fixed form outside taper pile shuttering; Described jack is arranged on batter post incline direction dorsal part; This overlength composite steel concrete column batter post structure is simple, and component simplifies, and form removal is convenient, supporting way optimization, and support strength is high, and bearing capacity is large, practical, is applicable to promoting the use of.
Description
Technical field
The utility model relates to building batter post support technology field, especially a kind of overlength composite steel concrete column batter post structure.
Background technology
Along with the development of builing industry, in order to meet the needs of special formed architecture construction, variable cross-section reinforcement concrete post batter post is widely used as main bearing carrier, as one of the key position of high-rise building design, inclined column transfer local nodes is worth by more careful, more comprehensively, research more reliably comes perfect, the existing research to batter post local transfer joint stress performance is only limitted to the vertical applied force performance by testing solution structure mostly, such as internal force, the rule of the aspect such as displacement and self-vibration characteristic and characteristic, still lack the discussion of system, reality building batter post is made to support the problems such as unstable, therefore, a kind of overlength composite steel concrete column batter post structure is proposed.
Prior art can not meet the needs of people, and for making up prior art deficiency, the utility model aims to provide a kind of component and simplifies, and form removal is convenient, and supporting way optimization, support strength is high, the overlength composite steel concrete column batter post structure that bearing capacity is large.
For achieving the above object, the utility model by the following technical solutions: a kind of overlength composite steel concrete column batter post structure, at least comprises rigid joint, taper pile shuttering, jack, reinforcing bar, concrete column, channel steel support and support scaffolding; Described rigid joint is arranged on one end of batter post structure and angle of inclination is consistent with batter post; Described taper pile shuttering be symmetricly set on batter post surrounding and with rigid joint lower end compact siro spinning technology; Described concrete column is arranged on swash plate template inside and fills up whole batter post structure; Described reinforcing bar is that netted to be arranged on concrete column inner and tightly attached with concrete column; Described channel steel support is arranged on batter post structure device inclination side and is connected with taper pile shuttering; Described support scaffolding is arranged on fixed form outside taper pile shuttering; Described jack is arranged on batter post incline direction dorsal part.
As optimisation technique scheme of the present utility model: described rigid joint and reinforcing bar compact siro spinning technology, and rigid joint is triangular structure; Described channel steel support, support scaffolding and reinforcing bar form triangular structure, and the top of reinforcing bar is embedded in the inside of concrete column.
Compared with prior art, the beneficial effects of the utility model are: described diagonal brace steel concrete column framework is a kind of new form of structure, there is good stress performance, the setting of diagonal brace changes the force modes of conventional rebar concrete column frame construction, makes beam diagonal brace junction and post diagonal brace junction become the unfavorable sectional position of beam column end; The setting of diagonal brace reduces the effective span of Long span RC frame beam, make the moment of flexure of framework beam-ends, span centre and capital end, shearing significantly reduces, improve the stress performance of node area, Vierendeel girder sectional dimension and arrangement of reinforcement reduce simultaneously, solve the difficult point that oblique cylinder supports and concrete column is built simultaneously, be applicable to promoting the use of.
Utility model content
Accompanying drawing explanation
Fig. 1 is the utility model overall structure schematic diagram;
Fig. 2 is the utility model overall structure scheme of installation;
Wherein: 1, rigid joint, 2, taper pile shuttering, 3, jack, 4, reinforcing bar, 5, concrete column, 6, channel steel support, 7, support scaffolding.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making other embodiments all obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Refer to Fig. 1 ~ 2, in the utility model embodiment, a kind of overlength composite steel concrete column batter post structure, at least comprises rigid joint 1, taper pile shuttering 2, jack 3, reinforcing bar 4, concrete column 5, channel steel support 6 and support scaffolding 7; Described rigid joint 1 is arranged on one end of batter post structure and angle of inclination is consistent with batter post; Described taper pile shuttering 2 be symmetricly set on batter post surrounding and with rigid joint 1 lower end compact siro spinning technology; Described concrete column 5 is arranged on swash plate template 2 inside and fills up whole batter post structure; To be arranged on concrete column 5 inner and tightly attached with concrete column 5 in netted for described reinforcing bar 4; Described channel steel support 6 is arranged on batter post structure device inclination side and is connected with taper pile shuttering 2; Described support scaffolding 7 is arranged on fixed form 2 outside taper pile shuttering 2; Described jack 3 is arranged on batter post incline direction dorsal part;
As optimisation technique scheme of the present utility model: described rigid joint 1 and reinforcing bar 4 compact siro spinning technology, and rigid joint 1 is triangular structure; Described channel steel support 6, support scaffolding 7 and reinforcing bar 4 form triangular structure, and the top of reinforcing bar 4 is embedded in the inside of concrete column 5.
As Construction Principle of the present utility model: the synthesis in described overlength composite steel concrete column batter post structure construction, batter post being considered as post and beam, namely batter post supported underneath is considered as beam, and the collateral support of batter post is considered as post.Utilize composite board to be easy to the assembled feature templates such as convenience of setting up with steel pipe scaffold of processing and be combined into batter post required form, by the scaffolding height cutting angle, bracing frame of Control architecture, meet the requirement at profiled-cross-section, angle of inclination, shuttering supporting all adopts fastener type steel pipe scaffold, frame column first becomes batter post by right cylinder, straighten post by batter post again, increase batter post newly at batter post uplifted side to batter post across two-layer support, the stiff beam between stiffened column is also with stiffened column inclined at inclination angles.
To those skilled in the art, obvious the utility model is not limited to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present utility model or essential characteristic, can realize the utility model in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the utility model.Any Reference numeral in claim should be considered as the claim involved by limiting.
The above; be only preferred embodiment of the present utility model; not in order to limit the utility model, every above embodiment is done according to technical spirit of the present utility model any trickle amendment, equivalently replace and improve, within the protection domain that all should be included in technical solutions of the utility model.
Claims (3)
1. an overlength composite steel concrete column batter post structure, at least comprises rigid joint (1), taper pile shuttering (2), jack (3), reinforcing bar (4), concrete column (5), channel steel support (6) and support scaffolding (7); It is characterized in that: described rigid joint (1) is arranged on one end of batter post structure and angle of inclination is consistent with batter post; Described taper pile shuttering (2) be symmetricly set on batter post surrounding and with rigid joint (1) lower end compact siro spinning technology; Described concrete column (5) is arranged on taper pile shuttering (2) inside and fills up whole batter post structure; To be arranged on concrete column (5) inner and tightly attached with concrete column (5) in netted for described reinforcing bar (4); Described channel steel support (6) is arranged on batter post structure device inclination side and is connected with taper pile shuttering (2); Described support scaffolding (7) is arranged on taper pile shuttering (2) outside fixed form (2); Described jack (3) is arranged on batter post incline direction dorsal part.
2. a kind of overlength composite steel concrete column batter post structure according to claim 1, is characterized in that: described rigid joint (1) and reinforcing bar (4) compact siro spinning technology, and rigid joint (1) is triangular structure.
3. a kind of overlength composite steel concrete column batter post structure according to claim 1, it is characterized in that: described channel steel support (6), support scaffolding (7) and reinforcing bar (4) form triangular structure, and the top of reinforcing bar (4) is embedded in the inside of concrete column (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420872744.8U CN204456655U (en) | 2014-12-24 | 2014-12-24 | A kind of overlength composite steel concrete column batter post structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420872744.8U CN204456655U (en) | 2014-12-24 | 2014-12-24 | A kind of overlength composite steel concrete column batter post structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204456655U true CN204456655U (en) | 2015-07-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420872744.8U Expired - Fee Related CN204456655U (en) | 2014-12-24 | 2014-12-24 | A kind of overlength composite steel concrete column batter post structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204456655U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593477A (en) * | 2019-06-24 | 2019-12-20 | 南通大学 | A Construction Method of Cast-in-situ Reinforced Concrete Special-shaped Inclined Slab |
-
2014
- 2014-12-24 CN CN201420872744.8U patent/CN204456655U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593477A (en) * | 2019-06-24 | 2019-12-20 | 南通大学 | A Construction Method of Cast-in-situ Reinforced Concrete Special-shaped Inclined Slab |
| CN110593477B (en) * | 2019-06-24 | 2021-05-14 | 南通大学 | Construction method of cast-in-situ reinforced concrete special-shaped inclined plate |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150708 Termination date: 20151224 |
|
| EXPY | Termination of patent right or utility model |