CN207582668U - Assembling type steel structure architectural top beam column connection part - Google Patents
Assembling type steel structure architectural top beam column connection part Download PDFInfo
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- CN207582668U CN207582668U CN201721685252.8U CN201721685252U CN207582668U CN 207582668 U CN207582668 U CN 207582668U CN 201721685252 U CN201721685252 U CN 201721685252U CN 207582668 U CN207582668 U CN 207582668U
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- clamping plate
- standpipe
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Abstract
A kind of assembling type steel structure architectural top beam column connection part, including square standpipe, in four side walls of Fang Liguan the I-shaped steel joint tilted down is respectively provided on the outside of opposite two side walls, the I-shaped steel joint of the side-wall outer side setting level of square standpipe between two I-shaped steel joints tilted down, opposite two side walls upper and lower part corresponding position opens up column connecting hole in four side walls of Fang Liguan, the I-shaped steel joint includes the first clamping plate and second clamping plate that are mutually parallel, first clamping plate and second clamping plate have one end and the lateral wall of square standpipe to connect, first clamping plate and second clamping plate are parallel with the axis direction of square standpipe, first clamping plate and second clamping plate corresponding position open up web connecting hole.Using square standpipe and clamping plate respectively with column and crossbeam are mating bears the shearing between beam column, moment of flexure and torque, be conducive to be promoted the overall stiffness of beam column junction, it can be ensured that between architecture storey plate without drop etc..
Description
Technical field
The utility model is related to a kind of assembling type steel structures to build connector, and specifically a kind of assembling type steel structure is built
Build top layer beam column connection part.
Background technology
It is the method by being welded on crossbeam and column between the crossbeam and column of assembling type steel structure architectural top at present
Blue plate is directly connected to, and this connection structure only bears the shearing between beam column, moment of flexure and torsion by the bolt between flanged plate
Square, the overall stiffness at beam-to-column joint is limited, and when assembling needs lifting appliance whole process to coordinate, and operation difficulty is larger, construction period compared with
It is long.It is empty in order to reserve operation to the bolt of flanged plate since the column side of assembling type steel structure architectural top is provided with crossbeam
Between, each crossbeam must be provided with difference in height, and each crossbeam can not be made to be arranged in same level height, and architecture storey plate is caused to exist and is fallen
Difference.
Utility model content
The purpose of this utility model is to provide a kind of assembling type steel structure architectural top beam column connection part, its use side's standpipe
And clamping plate respectively with column and crossbeam are mating bears the shearing between beam column, moment of flexure and torque, be conducive to promote beam column
The overall stiffness of junction can remove lifting appliance after completing grafting during assembling, advantageously reduce difficulty of construction, shorten construction
In the period, the crossbeam on the column of architectural top can be set in same level height, without difference in height between crossbeam, it can be ensured that building
Without drop between floor plates.
The utility model to achieve the above object, is achieved through the following technical solutions：Including square standpipe, four of square standpipe
Be respectively provided with the I-shaped steel joint tilted down in side wall on the outside of opposite two side walls, two I-shaped steel joints tilted down it
Between square standpipe the horizontal I-shaped steel joint of side-wall outer side setting, opposite two side walls top in four side walls of square standpipe
Column connecting hole is opened up with lower part corresponding position, the I-shaped steel joint includes the first clamping plate being mutually parallel and the second folder
Plate, first clamping plate and second clamping plate have one end and the lateral wall of square standpipe connects, first clamping plate and second clamping plate and side's standpipe
Axis direction it is parallel, first clamping plate and second clamping plate corresponding position open up web connecting hole, between first clamping plate and second clamping plate
Gap is set.The I-steel of the opposite side-wall outer side setting level of the side wall of the I-shaped steel joint of side's standpipe setting level connects
Head.The side lower edges that the first clamping plate and second clamping plate of horizontal I-shaped steel joint are located remotely from each other are by support plate and side
The side wall connection of standpipe.Each I-shaped steel joint is respectively positioned on the middle part of respective side walls.Side's standpipe includes upper tube body under
Tube body, setting side's partition board between upper tube body and lower tube body, upper tube body bottom end connects with square partition board top surface edge, lower tube body top and
Square partition board bottom surface edge connects.The support plate is right angled triangle, and a right-angle side of support plate and the side wall of square standpipe connect
It connects, another right-angle side of support plate is connect with the edge of first clamping plate or second clamping plate, bevel edge one end of support plate and Fang Li
Along connecting, the bevel edge other end of support plate connects the side edge of pipe with the one end of first clamping plate or second clamping plate far from square standpipe.
The utility model has the advantage of：Using square standpipe and clamping plate respectively with column and crossbeam are mating bears beam
Shearing, moment of flexure and torque between column, are conducive to be promoted the overall stiffness of beam column junction, when assembling complete grafting after can remove
Lifting appliance is removed, difficulty of construction is advantageously reduced, shortens construction period, the crossbeam on the column of architectural top can be in same level
It highly sets, without difference in height between crossbeam, it can be ensured that without drop etc. between architecture storey plate.
Description of the drawings
Fig. 1 is the structure diagram of the utility model；
Fig. 2 is the backsight structural representation of Fig. 1；
Fig. 3 is the left view structural representation of Fig. 1；
Fig. 4 is the right side structural representation of Fig. 1；
Fig. 5 is the overlooking the structure diagram of Fig. 1；
Fig. 6 is the present invention looks up structural representation of Fig. 1；
Fig. 7 is the utility model dimensional structure diagram；
Fig. 8 is another structure diagram of the utility model；
Fig. 9 is the backsight structural representation of Fig. 8；
Figure 10 is the left view structural representation of Fig. 8；
Figure 11 is the right side structural representation of Fig. 8；
Figure 12 is the overlooking the structure diagram of Fig. 8；
Figure 13 is the present invention looks up structural representation of Fig. 8；
Figure 14 is the dimensional structure diagram of Fig. 8.
Specific embodiment
Assembling type steel structure architectural top beam column connection part described in the utility model includes square standpipe, including square standpipe,
It is respectively provided with the I-shaped steel joint tilted down in four side walls of Fang Liguan on the outside of opposite two side walls, two tilt down
The horizontal I-shaped steel joint of the side-wall outer side setting of square standpipe between I-shaped steel joint is opposite in four side walls of square standpipe
Two side walls upper and lower part corresponding position opens up column connecting hole 4, and the I-shaped steel joint includes be mutually parallel first
Clamping plate 1 and second clamping plate 2, first clamping plate 1 and second clamping plate 2 have one end and the lateral wall of square standpipe to connect, 1 He of first clamping plate
Second clamping plate 2 is parallel with the axis direction of square standpipe, and first clamping plate 1 and 2 corresponding position of second clamping plate open up web connecting hole 5, the
Gap 3 is set between one clamping plate 1 and second clamping plate 2.During assembling, the top layer column grafting of square standpipe upper end and assembled architecture,
Lower floor's column of square lower riser end and assembled architecture connects, and be fixed at column connecting hole 4 by split bolt, real
Existing top layer column is docked with lower floor's column of assembled architecture, and three side-wall outer sides of square standpipe are provided with I-steel and connect
Head, each I-shaped steel joint can clamp I-shaped horizontal stroke with corresponding I-shaped beam engagement by first clamping plate 1 and second clamping plate 2
Clamping plate and web are fixed using bolt at web connecting hole 5 for the web of beam, and crossbeam and column are resisted by clamping plate
Between vertical shear；The support plate 6 that first clamping plate 1 and 2 outside of second clamping plate are set can provide laterally between column and crossbeam
Support increases cross sectional moment of inertia, improves the overall stiffness at beam-to-column joint, resists moment of flexure and torque between crossbeam and column.
In assembling process, completion first by column is connect, then the web end of crossbeam is inserted into the first clamping plate 1 and second of I-shaped steel joint
Between clamping plate 2, I-shaped steel joint can play positioning action to beam-end at this time, can remove lifting appliance continue crossbeam with
The connection of column advantageously reduces difficulty of construction, shortens construction period.Crossbeam on column can be set in same level height,
It is not required to reserve difference in height between crossbeam, it can be ensured that without drop between architecture storey plate.
When the utility model is applied in the middle part of assembling type steel structure architectural top, column in addition to being connect with both sides crossbeam,
It also to connect with the crossbeam of two other middle side parts, be connected for ease of column and the crossbeam of surrounding, side's standpipe setting is horizontal
I-shaped steel joint the opposite horizontal I-shaped steel joint of side-wall outer side setting of side wall.This structure can connect convenient for I-steel
Head connection column and the crossbeam of surrounding connect.
The side lower edges that the first clamping plate 1 and second clamping plate 2 of horizontal I-shaped steel joint are located remotely from each other pass through branch
Fagging 6 is connect with the side wall of square standpipe.This structure can improve the bonding strength of clamping plate and square standpipe.
Each I-shaped steel joint is respectively positioned on the middle part of respective side walls.This structure is convenient for upper strata column and lower floor's column
Connection.
The utility model can include upper tube body to further improve the overall stiffness at beam-to-column joint in side's standpipe
7 and lower tube body 8, setting side's partition board 9 between upper tube body 7 and lower tube body 8,7 bottom end of upper tube body is connect with square 9 top surface edge of partition board,
8 top of lower tube body is connect with square 9 bottom surface edge of partition board.The structure is capable of the non-deformability of the effective side's of being promoted standpipe itself, and
And position-limiting action can be played in lower floor's column grafting of square standpipe and top layer column and assembled architecture, it further reduces and applies
Work difficulty.
The various shapes such as rectangle can be used in support plate 6 described in the utility model, wherein preferred shape is：The support plate
6 be right angled triangle, and a right-angle side of support plate 6 is connect with the side wall of square standpipe, another right-angle side of support plate 6 and the
One clamping plate 1 or the connection of the edge of second clamping plate 2, bevel edge one end of support plate 6 connect with the side edge edge of square standpipe, support plate 6
The one end of the bevel edge other end and first clamping plate 1 or second clamping plate 2 far from square standpipe connect.The structure can ensure that support plate 6 exists
There is provided best support strength between clamping plate and square standpipe, and support plate 6 is not susceptible to collide with the feelings of deformation in transportational process
Condition.
Claims (6)
1. assembling type steel structure architectural top beam column connection part, it is characterised in that：Including square standpipe, in four side walls of square standpipe
It is respectively provided with the I-shaped steel joint tilted down on the outside of opposite two side walls, the side between two I-shaped steel joints tilted down
The horizontal I-shaped steel joint of the side-wall outer side setting of standpipe, opposite two side walls upper and lower part in four side walls of square standpipe
Corresponding position opens up column connecting hole（4）, the I-shaped steel joint includes the first clamping plate that is mutually parallel（1）And second clamping plate
（2）, first clamping plate（1）And second clamping plate（2）There are one end and the lateral wall of square standpipe to connect, first clamping plate（1）With the second folder
Plate（2）It is parallel with the axis direction of square standpipe, first clamping plate（1）And second clamping plate（2）Corresponding position opens up web connecting hole（5）,
First clamping plate（1）And second clamping plate（2）Between gap is set（3）.
2. assembling type steel structure architectural top beam column connection part according to claim 1, it is characterised in that：Side's standpipe
The I-shaped steel joint for the side-wall outer side setting level for setting the side wall of horizontal I-shaped steel joint opposite.
3. assembling type steel structure architectural top beam column connection part according to claim 1 or 2, it is characterised in that：Horizontal
The first clamping plate of I-shaped steel joint（1）And second clamping plate（2）The side lower edges being located remotely from each other pass through support plate（6）With side
The side wall connection of standpipe.
4. assembling type steel structure architectural top beam column connection part according to claim 1 or 2, it is characterised in that：It is described each
I-shaped steel joint is respectively positioned on the middle part of respective side walls.
5. assembling type steel structure architectural top beam column connection part according to claim 1, it is characterised in that：Side's standpipe
Including upper tube body（7）And lower tube body（8）, upper tube body（7）And lower tube body（8）Between setting side's partition board（9）, upper tube body（7）Bottom end
With square partition board（9）Top surface edge connects, lower tube body（8）Top and square partition board（9）Bottom surface edge connects.
6. assembling type steel structure architectural top beam column connection part according to claim 3, it is characterised in that：The support plate
（6）For right angled triangle, support plate（6）A right-angle side connect with the side wall of square standpipe, support plate（6）Another right angle
Side and first clamping plate（1）Or second clamping plate（2）Edge connection, support plate（6）Bevel edge one end and the side edge edge of square standpipe
Connect, support plate（6）The bevel edge other end and first clamping plate（1）Or second clamping plate（2）One end far from side's standpipe connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721685252.8U CN207582668U (en) | 2017-12-07 | 2017-12-07 | Assembling type steel structure architectural top beam column connection part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721685252.8U CN207582668U (en) | 2017-12-07 | 2017-12-07 | Assembling type steel structure architectural top beam column connection part |
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| Publication Number | Publication Date |
|---|---|
| CN207582668U true CN207582668U (en) | 2018-07-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721685252.8U Active CN207582668U (en) | 2017-12-07 | 2017-12-07 | Assembling type steel structure architectural top beam column connection part |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111894128A (en) * | 2020-08-15 | 2020-11-06 | 广东中博建设工程有限公司 | Fabricated building frame hollow column node structure and construction method thereof |
-
2017
- 2017-12-07 CN CN201721685252.8U patent/CN207582668U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111894128A (en) * | 2020-08-15 | 2020-11-06 | 广东中博建设工程有限公司 | Fabricated building frame hollow column node structure and construction method thereof |
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