CN208309832U - A kind of connection structure of Novel steel pipe concrete pole and girder steel - Google Patents
A kind of connection structure of Novel steel pipe concrete pole and girder steel Download PDFInfo
- Publication number
- CN208309832U CN208309832U CN201820468183.3U CN201820468183U CN208309832U CN 208309832 U CN208309832 U CN 208309832U CN 201820468183 U CN201820468183 U CN 201820468183U CN 208309832 U CN208309832 U CN 208309832U
- Authority
- CN
- China
- Prior art keywords
- ring beam
- prism ring
- column
- steel pipe
- steel
- 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.)
- Active
Links
Abstract
The utility model discloses the connection structures of a kind of Novel steel pipe concrete pole and girder steel, it include: rubber sheet gasket, link block, spring, column, one or eight prism ring beam, steel pipe body, two or eight prism ring beam and H profile steel beam, the one or eight prism ring beam and the two or eight prism ring beam are provided on steel pipe body outer wall, and the one or eight prism ring beam the top of the two or eight prism ring beam is set, column is provided on one or eight prism ring beam, column is eight, and column circular array described in eight is distributed on the one or eight prism ring beam lower surface, the column other end is with the two or eight prism ring beam by being welded and fixed, link block is provided on one or eight prism ring beam outer wall, link block is connect by fastening bolt with H profile steel beam, spring is provided on column outer wall.The utility model solves the problems, such as that existing steel core concrete column and the connection structure anti-seismic performance of girder steel are weak and service life is low, and structure is simple, and manufacturing cost is low, practical.
Description
Technical field
The utility model relates to structural engineering technical field more particularly to a kind of Novel steel pipe concrete poles and girder steel
Connection structure.
Background technique
Concrete filled steel tube is that fill concrete is constituted in steel pipe, and steel pipe has effect of contraction, Neng Gouti to concrete
The intensity and ductility of high concrete, concrete can prevent the too early buckling of steel pipe, and the two co-operation can give full play to steel
With the performance of concrete.
But the node structure of steel core concrete column is most important and a difficult point.Currently, steel core concrete column and girder steel
There are some defects, shear-carrying capacity deficiencies easily to destroy for connecting joint structure, and rigidity, anti-seismic performance are low, cannot be well
Balance nodes mechanical property, construction is simple and economy, service life are low；Therefore, it is unsatisfactory for existing use demand.
Utility model content
Purpose of the utility model is to solve some problems in the prior art, and a kind of novel steel tube proposed is mixed
The connection structure of solidifying earth pillar and girder steel, with solve the connection structure anti-seismic performance of existing steel core concrete column and girder steel it is weak and
The low problem of service life.
To achieve the goals above, the utility model adopts the technical scheme that
A kind of connection structure of Novel steel pipe concrete pole and girder steel, including rubber sheet gasket, link block, spring, column,
One or eight prism ring beams, steel pipe body, the two or eight prism ring beam and H profile steel beam are provided with the one or eight on the steel pipe body outer wall
Prism ring beam and the two or eight prism ring beam, and the one or eight prism ring beam is arranged in the top of the two or eight prism ring beam, described first
Column is provided on eight prism ring beams, column is eight, and column circular array described in eight is distributed in the one or eight prism
On ring beam lower surface, the column other end passes through with the two or eight prism ring beam to be welded and fixed, outside the one or the eight prism ring beam
Link block is provided on wall, the link block is connect by fastening bolt with H profile steel beam, is provided with bullet on the column outer wall
Spring.
Preferably, by being welded and fixed between the column and the one or eight prism ring beam.
Preferably, by being welded and fixed between the one or the eight prism ring beam and steel pipe body.
Preferably, by being welded and fixed between the two or the eight prism ring beam and steel pipe body.
Preferably, fixation hole is offered on the H profile steel beam and link block.
Preferably, rubber sheet gasket is provided on the one or eight prism ring beam upper surface.
Compared with prior art, the utility model provides the connection structure of a kind of Novel steel pipe concrete pole and girder steel,
Have it is following the utility model has the advantages that the utility model use be welded to connect and bolted Hybrid connections mode, reduce because weldering
Weakening of the factors such as quality and welding residual stress of seam to ultimate bearing capacity of joints, while welding amount live when construction is also reduced,
Improve construction environment, improve speed of application, is connected between the one or eight prism ring beam and the two or eight prism ring beam by column, work as H
When the power that section steel beam is subject to is larger, when downward power that H profile steel joist support is received, can pass to the one or eight prism ring beam, the one or eight prism
The power of receiving is passed to column by ring beam, and the spring on column can play the role of cushioning and support, reduces by the two or eight prismatic loop
It is curved to avoid steel pipe body to whole power will not be directly delivered on steel pipe body outer surface of column for the power that beam is born
It is bent and service life is caused to reduce, the service life of steel pipe body is improved a little, passes through the setting of rubber mount, rubber mount
It can play a supporting role to the object held, reduce the power that the one or eight prism ring beam is born, so that anti-seismic performance is improved,
Improve shear-carrying capacity and rigidity.
It is not directed to part in the device to be the same as those in the prior art or can be realized by using the prior art, the utility model
Structure is simple, and shear-carrying capacity is good, and rigidity is strong, and anti-seismic performance is strong.
Detailed description of the invention
Fig. 1 be the utility model proposes a kind of Novel steel pipe concrete pole and girder steel connection structure structural representation
Figure；
Fig. 2 be the utility model proposes the one or eight prism ring beam and the two or eight prism ring beam attachment structure schematic diagram；
Fig. 3 be the utility model proposes a kind of Novel steel pipe concrete pole and girder steel connection structure top view；
Fig. 4 is the sectional view in the utility model Fig. 3 at A-A.
In figure: 1 rubber sheet gasket, 2 link blocks, 3 springs, 4 columns, 5 the 1st prism ring beams, 6 steel pipe bodies, 7 the 2nd 8
Prism ring beam, 8 fastening bolts, 9H section steel beam.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.
Referring to Fig.1-4, the connection structure of a kind of Novel steel pipe concrete pole and girder steel, including rubber sheet gasket 1, link block 2,
Spring 3, column 4, the one or eight prism ring beam 5, steel pipe body 6, the two or eight prism ring beam 7 and H profile steel beam 9,6 outer wall of steel pipe body
On be provided with the one or eight prism ring beam 5 and the two or eight prism ring beam 7, and the one or eight prism ring beam 5 is arranged in the two or eight prismatic loop
The top of beam 7 is provided with column 4 on the one or eight prism ring beam 5, and column 4 is eight, and the battle array in a ring of column 4 described in eight
On 5 lower surface of the one or eight prism ring beam, 4 other end of column passes through with the two or eight prism ring beam 7 to be welded and fixed column distribution, and first
Link block 2 is provided on eight prism ring beams, 5 outer wall, link block 2 is connect by fastening bolt 8 with H profile steel beam 9, on 4 outer wall of column
It is provided with spring 3.
By being welded and fixed between column 4 and the one or eight prism ring beam 5, between the one or eight prism ring beam 5 and steel pipe body 6
By being welded and fixed, by being welded and fixed between the two or eight prism ring beam 7 and steel pipe body 6, on H profile steel beam 9 and link block 2
Fixation hole is offered, the one or eight prism ring beam is provided with rubber sheet gasket 1 on 5 upper surface.
In the utility model, is connected between the one or eight prism ring beam 5 and the two or eight prism ring beam 7 by column 4, work as H-type
When the power that girder steel 9 is subject to is larger, H profile steel beam 9 bear downward power when can pass to the one or eight prism ring beam 5, the one or eight rib
The power of receiving is passed to column 4 by band of column beam 5, and the spring 3 on column 4 can play the role of cushioning and support, reduces the two or eight
The power that prism ring beam 7 is born avoids steel to whole power will not be directly delivered on 6 outer surface of column of steel pipe body
Tube body 6 is bent and service life is caused to reduce, and improves the service life of steel pipe body 6 a little, passes through setting for rubber mount 1
It sets, rubber mount 1 can play a supporting role to the object held, reduce the power that the one or eight prism ring beam 5 is born, to mention
High anti-seismic performance, improves shear-carrying capacity and rigidity, uses and is welded to connect and bolted Hybrid connections mode, subtracts
Scene when having lacked the weakening because of factors such as weldquality and welding residual stresses to ultimate bearing capacity of joints, while having also reduced construction
Welding amount improves construction environment, improves speed of application.
In the description of the present invention, it should be understood that term " on ", "lower", "front", "rear", "left", "right",
The orientation or positional relationship of the instructions such as "top", "bottom", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is only
For ease of description the utility model and simplify description, rather than the device or element of indication or suggestion meaning must have it is specific
Orientation, be constructed and operated in a specific orientation, therefore should not be understood as limiting the present invention.Herein, such as
First and second or the like relational terms are used merely to distinguish an entity or operation with another entity or operation
Come, without necessarily requiring or implying between these entities or operation, there are any actual relationship or orders.Moreover,
The terms "include", "comprise" or any other variant thereof is intended to cover non-exclusive inclusion, so that including a series of
The process, method, article or equipment of element not only includes those elements, but also other including being not explicitly listed are wanted
Element, or further include for elements inherent to such a process, method, article, or device.The case where not limiting more
Under, the element that is limited by sentence "including a ...", it is not excluded that include the process, method of the element, article or
There is also other identical elements in equipment.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
The preferable specific embodiment of the above, only the utility model, but the protection scope of the utility model is not
It is confined to this, anyone skilled in the art is within the technical scope disclosed by the utility model, practical according to this
Novel technical solution and its utility model design are subject to equivalent substitution or change, should all cover the protection model in the utility model
Within enclosing.
Claims (6)
1. the connection structure of a kind of Novel steel pipe concrete pole and girder steel, including rubber sheet gasket (1), link block (2), spring (3),
Column (4), the one or eight prism ring beam (5), steel pipe body (6), the two or eight prism ring beam (7) and H profile steel beam (9), feature exist
In being provided with the one or eight prism ring beam (5) and the two or eight prism ring beam (7), and the one or eight rib on steel pipe body (6) outer wall
Band of column beam (5) setting is provided with column (4) on the top of the two or eight prism ring beam (7), the one or the eight prism ring beam (5),
Column (4) is eight, and column (4) circular array described in eight is distributed on the one or eight prism ring beam (5) lower surface, institute
Column (4) other end is stated with the two or eight prism ring beam (7) by being welded and fixed, is set on the one or eight prism ring beam (5) outer wall
It is equipped with link block (2), the link block (2) is connect by fastening bolt (8) with H profile steel beam (9), on column (4) outer wall
It is provided with spring (3).
2. the connection structure of a kind of Novel steel pipe concrete pole and girder steel according to claim 1, which is characterized in that described
By being welded and fixed between column (4) and the one or eight prism ring beam (5).
3. the connection structure of a kind of Novel steel pipe concrete pole and girder steel according to claim 1, which is characterized in that described
By being welded and fixed between one or eight prism ring beam (5) and steel pipe body (6).
4. the connection structure of a kind of Novel steel pipe concrete pole and girder steel according to claim 1, which is characterized in that described
By being welded and fixed between two or eight prism ring beam (7) and steel pipe body (6).
5. the connection structure of a kind of Novel steel pipe concrete pole and girder steel according to claim 1, which is characterized in that described
Fixation hole is offered on H profile steel beam (9) and link block (2).
6. the connection structure of a kind of Novel steel pipe concrete pole and girder steel according to claim 1, which is characterized in that described
Rubber sheet gasket (1) is provided on one or eight prism ring beam (5) upper surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820468183.3U CN208309832U (en) | 2018-03-30 | 2018-03-30 | A kind of connection structure of Novel steel pipe concrete pole and girder steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820468183.3U CN208309832U (en) | 2018-03-30 | 2018-03-30 | A kind of connection structure of Novel steel pipe concrete pole and girder steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208309832U true CN208309832U (en) | 2019-01-01 |
Family
ID=64719323
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820468183.3U Active CN208309832U (en) | 2018-03-30 | 2018-03-30 | A kind of connection structure of Novel steel pipe concrete pole and girder steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208309832U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109667349A (en) * | 2019-01-03 | 2019-04-23 | 深圳信息职业技术学院 | Full prefabricated PC concrete frame structure shock-resistant node |
-
2018
- 2018-03-30 CN CN201820468183.3U patent/CN208309832U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109667349A (en) * | 2019-01-03 | 2019-04-23 | 深圳信息职业技术学院 | Full prefabricated PC concrete frame structure shock-resistant node |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109736438A (en) | A kind of concrete filled steel tube connects with steel tube device and its construction method | |
| CN110258806A (en) | The mortise and tenon type node and spatial mesh structure of socket joint connection space network | |
| CN208309832U (en) | A kind of connection structure of Novel steel pipe concrete pole and girder steel | |
| CN208668636U (en) | A kind of assembly node of concrete-filled circular steel tube column and H profile steel beam | |
| CN208329155U (en) | A kind of assembled hollow hub node applied to grid shell | |
| CN210238780U (en) | Adopt assembled beam column node of I-steel high strength bolt connection | |
| CN215406616U (en) | High-strength steel structure node | |
| CN212984187U (en) | Steel structure supporting seat | |
| CN112095448B (en) | Assembled damping device of high-speed railway bridge and application method and replacement method thereof | |
| CN210117723U (en) | Assembled lightweight steel foundation module and foundation | |
| CN209874051U (en) | Novel semi-rigid beam column connected node of assembled steel construction | |
| CN203867271U (en) | Straight reinforced double-ellipsoid combined chimney | |
| CN110714535A (en) | Three-dimensional assembled beam column node structure | |
| CN110847688A (en) | Self-supporting thin-wall chimney | |
| CN110820943A (en) | Supporting node system for large-span space grid | |
| CN220470865U (en) | Collision-resistant concrete pipe | |
| CN211818256U (en) | Roof steel truss mounting support frame | |
| CN219732337U (en) | Assembled square steel pipe concrete column and girder steel coupling assembling | |
| CN220433903U (en) | Steel structural beam supporting assembly | |
| CN213774741U (en) | Novel pylon welding accessory assembly | |
| CN214657682U (en) | Light steel member | |
| CN214246318U (en) | Combined steel structure upright post | |
| CN217734334U (en) | Web member assembly with upper chord member and lower chord member | |
| CN212129500U (en) | Variable cross-section connecting node structure of concrete-filled steel tubular column | |
| CN220414881U (en) | Well type adapter for assembling top platform of building machine |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |