CN207110237U - A kind of major-diameter thick-wall steel pipe column - Google Patents
A kind of major-diameter thick-wall steel pipe column Download PDFInfo
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- CN207110237U CN207110237U CN201720662383.8U CN201720662383U CN207110237U CN 207110237 U CN207110237 U CN 207110237U CN 201720662383 U CN201720662383 U CN 201720662383U CN 207110237 U CN207110237 U CN 207110237U
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Abstract
A kind of steel pipe column, more particularly to a kind of major-diameter thick-wall steel pipe column are the utility model is related to, belongs to field of steel structure.Including steel pipe, the outer wall of described steel pipe is provided with concrete beam assembly and steel corbel, described concrete beam assembly includes a pair of concrete beams being spaced apart in upper and lower side and indulges muscle connecting plate, a pair of concrete beams are provided with the steel frame beam cantilever beam section mutually fixed with steel pipe between indulging muscle connecting plate, and the top of described steel frame beam cantilever beam section is provided with some concrete beams being separately distributed and indulges muscle connection riser.A kind of major-diameter thick-wall steel pipe column is compact-sized, and stress performance is outstanding, preparation method science.
Description
Technical field
A kind of steel pipe column, more particularly to a kind of major-diameter thick-wall steel pipe column are the utility model is related to, belongs to field of steel structure.
Background technology
Conventional steel pipe column is complicated, and support performance is bad, and preparation method applicability is relatively low.
The utility model 201210409025.8, a kind of continuous construction method for concrete pile steel pipe column, including step are disclosed：
1. floor treatment and make stake holes；2. precast reinforced cage, steel pipe and bridle iron, the upper end of steel pipe symmetrically sets 4 support steel bars and extremely
Few 2 pieces of otic placodes；3. being symmetrically installed 4 bridle irons on stake holes side, jack is installed on bridle iron；It is 4. fixed outside steel pipe top section
There is identification steel bar and make to play line of ink marker mark as measurement line；5. steel reinforcement cage is put into stake holes and fixed temporarily；6. steel pipe is erected
Hang stake holes and stretch into lower end in steel reinforcement cage, be connected the otic placode on steel pipe with steel reinforcement cage with hangs muscle；7. continuation is hung down from stake holes
It is straight to put down steel pipe until support steel bar contacts bridle iron；8. the perpendicularity of measurement measurement line (steel pipe) simultaneously passes through jack and support
Steel bar adjusts steel pipe；9. the concreting of concrete-pile and steel pipe column is carried out continuously successively.
Steel pipe column support performance in this structure is not relatively strong, can influence overall performance.
Utility model content
The utility model mainly solves the deficiencies in the prior art, there is provided a kind of structure is compacter, by stress
More uniformly, a kind of major-diameter thick-wall steel pipe column of overall performance is further lifted.
Above-mentioned technical problem of the present utility model is mainly what is be addressed by following technical proposals：
A kind of major-diameter thick-wall steel pipe column, including steel pipe, the outer wall of described steel pipe are provided with concrete beam assembly and steel corbel, institute
The concrete beam assembly stated includes a pair of concrete beams being spaced apart in upper and lower side and indulges muscle connecting plate, and a pair of concrete beams are provided between indulging muscle connecting plate
The steel frame beam cantilever beam section mutually fixed with steel pipe, the top of described steel frame beam cantilever beam section are provided with some concretes being separately distributed
Beam indulges muscle connection riser；
Concrete beam is respectively equipped with the top and bottom of described steel corbel and indulges muscle branch sleeve；
The top and bottom of described steel pipe are respectively equipped with some otic placodes being separately distributed.
Preferably, the outer wall of described steel pipe is respectively equipped with the peg being evenly distributed with inwall, described steel pipe
Top is provided with Embedded upper endplate, and the middle-end of described steel pipe inner wall is provided with node dividing plate, and the bottom of described steel pipe is set
Have Embedded technique dividing plate, if described upper endplate and node partition room, node dividing plate and technique partition room respectively by
Dry T-shaped ribbed stiffener is mutually fixedly connected, and described T-shaped ribbed stiffener is mutually fixed with steel pipe.
Preferably, some otic placodes with one end are distributed in a ring, the described top of upper endplate and the top of steel pipe
In same level EDS maps, the bottom of described technique dividing plate and the bottom of steel pipe are in same level EDS maps, described node
Dividing plate in technique dividing plate with being respectively equipped with some fixing holes.
Steel pipe column cross-section size is big, and longitudinal T-shaped ribbed stiffener is set inside design requirement steel pipe column, and post upper end and node region are set
Internal partition is put, factory process is setting technique dividing plate to ensure the circularity of post lower end from post lower surface 300mm or so.Steel pipe column
Sectional dimension is big, and longitudinal T-shaped ribbed stiffener is set inside design requirement steel pipe column, and post upper end and node region set internal partition, factory
It is processed as ensureing the circularity of post lower end, technique dividing plate is being set from post lower surface 300mm or so.
The utility model provides a kind of major-diameter thick-wall steel pipe column, and compact-sized, stress performance is outstanding, making side
Forensic science.
Brief description of the drawings
Fig. 1 is dimensional structure diagram of the present utility model；
Fig. 2 is steel-tube construction schematic diagram in the utility model；
Fig. 3 is steel pipe in the utility model, concrete beam assembly and steel corbel and structural representation.
Embodiment
Below by embodiment, and with reference to accompanying drawing, the technical solution of the utility model is described in further detail.
Embodiment 1：As shown in Figure 1, Figure 2 and Figure 3, a kind of major-diameter thick-wall steel pipe column, including steel pipe 1, described steel pipe
1 outer wall is provided with concrete beam assembly and steel corbel 2, and described concrete beam assembly includes a pair of concrete beams being spaced apart in upper and lower side and indulges muscle
Connecting plate 3, a pair of concrete beams are provided with the steel frame beam cantilever beam section 4 fixed with the phase of steel pipe 1, described steel frame beam between indulging muscle connecting plate 3
The top of cantilever beam section 4 is provided with some concrete beams being separately distributed and indulges muscle connection riser 5；
Concrete beam is respectively equipped with the top and bottom of described steel corbel 2 and indulges muscle branch sleeve 6；
The top and bottom of described steel pipe 1 are respectively equipped with some otic placodes 7 being separately distributed.
The outer wall of described steel pipe 1 is respectively equipped with the peg 8 being evenly distributed with inwall, and the top of described steel pipe 1 is set
There is Embedded upper endplate 9, the middle-end of the described inwall of steel pipe 1 is provided with node dividing plate 10, and the bottom of described steel pipe 1 is provided with
Embedded technique dividing plate 11, distinguish between described upper endplate 9 and node dividing plate 10, between node dividing plate 10 and technique dividing plate 11
It is fixedly connected by some phases of T-shaped ribbed stiffener 12, described T-shaped ribbed stiffener 12 is fixed with the phase of steel pipe 1.
Some otic placodes 7 with one end are distributed in a ring, and the top of described upper endplate 9 is with the top of steel pipe 1 in same
Horizontal EDS maps, the bottom of described technique dividing plate 11 and the bottom of steel pipe 1 are in same level EDS maps, described node dividing plate
10 in technique dividing plate 11 with being respectively equipped with some fixing holes 13.
Claims (3)
- A kind of 1. major-diameter thick-wall steel pipe column, it is characterised in that：Including steel pipe (1), the outer wall of described steel pipe (1) is provided with concrete beam Component and steel corbel (2), described concrete beam assembly include a pair of concrete beams being spaced apart in upper and lower side and indulge muscle connecting plates (3), and one To being provided with the steel frame beam cantilever beam section (4) mutually fixed with steel pipe (1), described reinforcing bar girder cantilever between the vertical muscle connecting plate (3) of concrete beam The top of beam section (4) is provided with some concrete beams being separately distributed and indulges muscle connection riser (5)；Concrete beam is respectively equipped with the top and bottom of described steel corbel (2) and indulges muscle branch sleeve (6)；The top and bottom of described steel pipe (1) are respectively equipped with some otic placodes (7) being separately distributed.
- A kind of 2. major-diameter thick-wall steel pipe column according to claim 1, it is characterised in that：The outer wall of described steel pipe (1) The peg (8) being evenly distributed is respectively equipped with inwall, the top of described steel pipe (1) is provided with Embedded upper endplate (9), The middle-end of described steel pipe (1) inwall is provided with node dividing plate (10), the bottom of described steel pipe (1) be provided with Embedded technique every Plate (11), pass through respectively between described upper endplate (9) and node dividing plate (10), between node dividing plate (10) and technique dividing plate (11) Some T-shaped ribbed stiffeners (12) are mutually fixedly connected, and described T-shaped ribbed stiffener (12) is mutually fixed with steel pipe (1).
- A kind of 3. major-diameter thick-wall steel pipe column according to claim 2, it is characterised in that：With some otic placodes (7) of one end It is distributed in a ring, the top of described upper endplate (9) and the top of steel pipe (1) are in same level EDS maps, described technique The bottom of dividing plate (11) is in same level EDS maps, described node dividing plate (10) and technique dividing plate with the bottom of steel pipe (1) (11) some fixing holes (13) are respectively equipped with.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720662383.8U CN207110237U (en) | 2017-06-08 | 2017-06-08 | A kind of major-diameter thick-wall steel pipe column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720662383.8U CN207110237U (en) | 2017-06-08 | 2017-06-08 | A kind of major-diameter thick-wall steel pipe column |
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| CN207110237U true CN207110237U (en) | 2018-03-16 |
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| CN201720662383.8U Active CN207110237U (en) | 2017-06-08 | 2017-06-08 | A kind of major-diameter thick-wall steel pipe column |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107035069A (en) * | 2017-06-08 | 2017-08-11 | 浙江东南网架股份有限公司 | A kind of major-diameter thick-wall steel pipe column and preparation method thereof |
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2017
- 2017-06-08 CN CN201720662383.8U patent/CN207110237U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107035069A (en) * | 2017-06-08 | 2017-08-11 | 浙江东南网架股份有限公司 | A kind of major-diameter thick-wall steel pipe column and preparation method thereof |
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