CN206143928U - A beam column node mechanism that is used for continuous different inclined plane of steel construction - Google Patents
A beam column node mechanism that is used for continuous different inclined plane of steel construction Download PDFInfo
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- CN206143928U CN206143928U CN201620830130.2U CN201620830130U CN206143928U CN 206143928 U CN206143928 U CN 206143928U CN 201620830130 U CN201620830130 U CN 201620830130U CN 206143928 U CN206143928 U CN 206143928U
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- ring flat
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- bracket
- girder
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Abstract
The utility model discloses a beam column node mechanism that is used for continuous different inclined plane of steel construction, include vertical steel column and install in many girder steels of steel column periphery that the girder steel includes the girder of maximum cross -section and the secondary beam that the cross -section is less than the maximum cross -section, the junction of girder and steel column is equipped with a pair of first crown plate, and the secondary beam is connected with the bracket, and the first crown plate of top passes through connecting plate fixed connection in proper order, the side of connecting plate and the periphery fixed connection of steel column with the top surface of each bracket. Through setting up the bearing capacity that the bracket has improved the secondary beam in secondary beam department, then the top surface through the first crown plate above connecting plate fixed connection in proper order and each bracket, connecting plate and steel column fixed connection, make the bearing capacity serialization of beam column node, the crown plate quantity of beam column node been has meanwhile has been mitigated, it arranges to have optimized the crown plate of beam column node, greatly reduced the crown plate processing degree of difficulty with the installation, simplified in machining process, the work load of crown plate processing and installation has been reduced, the construction period is reduced.
Description
Technical field
This utility model is related to technical field of building construction, more particularly, it relates to a kind of continuous different oblique for steel construction
The bean column node mechanism in face.
Background technology
The increasing building of engineering field starts to adopt Steel Structural Design, Construction of Steel Structure that difference occurs when looking for slope
The structural plane of plane, and multiple inclined-planes continuously occur with different angles, define continuous different inclined-plane, bring to construction and choose
War.
When there is the architectural feature on continuous different inclined-plane, according to the general requirement of construction, each is oblique at bean column node
(flat) face is required for setting ring flat-plate to be connected with the stress girder steel of the structural plane, to ensure each tiltedly (flat) face stable connection.But
It is when ring flat-plate quantity is excessive, then to form the situation that multi-annular plate intersects at node, thus brings corresponding construction difficult problem.By
Respective blanking, set are carried out in each ring flat-plate the operation such as cut, install, welding, therefore time-consuming, process-cycle length and efficiency is low
Under.Meanwhile, more ring flat-plate is arranged at node can increase erecting and welding workload, lift centre-of gravity shift, work at circular board node
Face is narrow and small, installation quality dead angle easily occurs, installs very difficult.
In sum, how to efficiently solve the ring flat-plate intersected at the bean column node of steel construction to be difficult to and install etc. ask
Topic, is current those skilled in the art's urgent problem.
Utility model content
In view of this, the purpose of this utility model is to provide a kind of bean column node machine for the continuous different inclined-plane of steel construction
Structure, the structure design of the bean column node mechanism can efficiently solve the ring flat-plate intersected at the bean column node of steel construction and be difficult to
With the problem installed.
In order to achieve the above object, this utility model provides following technical scheme：
A kind of bean column node mechanism for the continuous different inclined-plane of steel construction, including vertical steel column and it is installed on steel column periphery
Many girder steels, the girder of girder steel including maximum cross-section and section less than maximum cross-section secondary beam, the junction of girder and steel column
A pair first ring flat-plates are provided with, secondary beam is connected with bracket, and the first ring flat-plate of top and the top surface of each bracket are solid successively by connecting plate
Fixed connection, the side of connecting plate is fixedly connected with the periphery of steel column.
Preferably, in above-mentioned bean column node mechanism, when the difference in height between girder steel is more than 300 millimeters, corresponding bracket
Bottom surface be fixedly connected with the second ring flat-plate being fixedly connected with the periphery of steel column；When the difference in height between girder steel is less than or equal to
When 300 millimeters, corresponding bracket is specially variable cross-section bracket, and its bottom surface is fixedly connected on the first ring flat-plate of lower section.
Preferably, in above-mentioned bean column node mechanism, the position of the first ring flat-plate in steel column corresponding to top is provided with inner ring plate,
When the difference in height between girder steel is less than or equal to 300 millimeters, the position in steel column corresponding to the first ring flat-plate of lower section is provided with interior
Ring flat-plate.
Preferably, in above-mentioned bean column node mechanism, bracket is specially H profile steel bracket.
Preferably, in above-mentioned bean column node mechanism, the position of girder steel and bracket is corresponded on the first ring flat-plate and on the second ring flat-plate
Put and offer groove.
Preferably, in above-mentioned bean column node mechanism, when the thickness of the first ring flat-plate and the second ring flat-plate is less than 20 millimeters, groove
Specially monolateral double V-groove, bevel angle is 30 degree；When the thickness of the first ring flat-plate and the second ring flat-plate is more than 20 millimeters, groove
Specially K-type groove, bevel angle is 30 degree.
The bean column node mechanism for the continuous different inclined-plane of steel construction that this utility model is provided, including vertical steel column and peace
The many girder steels loaded on steel column periphery, the girder of girder steel including maximum cross-section and section less than maximum cross-section secondary beam, girder and
The junction of steel column is provided with a pair first ring flat-plates, and secondary beam is connected with bracket, and the first ring flat-plate of top and the top surface of each bracket pass through
Connecting plate is fixedly connected sequentially, and the side of connecting plate is fixedly connected with the periphery of steel column.
Using this utility model provide for the continuous different inclined-plane of steel construction bean column node mechanism when, by secondary beam
The bearing capacity that bracket improves secondary beam is set, first ring flat-plate and each bracket of the top that is then fixedly connected sequentially by connecting plate
Top surface, the side of connecting plate is fixedly connected with the periphery of steel column so that the bearing capacity serialization at bean column node, prior
It is to cancel or reduce the ring flat-plate quantity at bean column node, optimizes the ring flat-plate arrangement at continuous different inclined-plane girder steel Column border node, greatly
Machining annular plates and the difficulty installed are reduced greatly, the manufacturing procedure of ring flat-plate is simplified, and to a certain degree reduce machining annular plates and peace
The workload of dress, effectively shortens the duration.
Description of the drawings
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, below will be to embodiment
Or the accompanying drawing to be used needed for description of the prior art is briefly described, it should be apparent that, drawings in the following description are only
It is some embodiments of the present utility model, for those of ordinary skill in the art, in the premise for not paying creative work
Under, can be with according to these other accompanying drawings of accompanying drawings acquisition.
The main view knot of the bean column node mechanism for the continuous different inclined-plane of steel construction that Fig. 1 is provided for this utility model embodiment
Structure schematic diagram；
Fig. 2 is the overlooking the structure diagram of Fig. 1；
Fig. 3 is installed on the main structure diagram of steel column for the first ring flat-plate that this utility model embodiment is provided；
Fig. 4 is the overlooking the structure diagram of Fig. 3；
Fig. 5 is installed on the main structure diagram of secondary beam for the bracket that this utility model embodiment is provided；
Fig. 6 is the overlooking the structure diagram of Fig. 5；
Fig. 7 is installed on the main structure diagram of secondary beam for the variable cross-section bracket that this utility model embodiment is provided；
The first ring flat-plate and the bevelled structural representation of the second ring flat-plate that Fig. 8 is provided for this utility model embodiment.
Labelling is as follows in accompanying drawing：
Steel column 1, the first ring flat-plate 2, bracket 3, variable cross-section bracket 31, connecting plate 4, the second ring flat-plate 5, inner ring plate 6, groove 7.
Specific embodiment
This utility model embodiment discloses a kind of bean column node mechanism for the continuous different inclined-plane of steel construction, many to avoid
Ring flat-plate intersects, and improves the convenience and efficiency of construction of bean column node processing and installation.
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of this utility model, rather than whole
Embodiment.Based on the embodiment in this utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of this utility model protection.
Refer to Fig. 1 to Fig. 6, the beam column for the continuous different inclined-plane of steel construction that Fig. 1 is provided for this utility model embodiment
The main structure diagram of joint mechanism；Fig. 2 is the overlooking the structure diagram of Fig. 1；Fig. 3 is provided for this utility model embodiment
First ring flat-plate 2 is installed on the main structure diagram of steel column 1；Fig. 4 is the overlooking the structure diagram of Fig. 3；Fig. 5 is this utility model
The bracket 3 that embodiment is provided is installed on the main structure diagram of secondary beam；Fig. 6 is the overlooking the structure diagram of Fig. 5.
Embodiment of the present utility model provides a kind of bean column node mechanism for the continuous different inclined-plane of steel construction, including perpendicular
Straight steel column 1 and many girder steels for being installed on the periphery of steel column 1, girder steel includes that the girder of maximum cross-section and section are less than maximum cross-section
Secondary beam, the junction of girder and steel column 1 is provided with a pair first ring flat-plates 2, and the first ring flat-plate 2 is respectively positioned at the upper lower flange of girder
Place, secondary beam is connected with bracket 3, and the first ring flat-plate 2 of top and the top surface of each bracket 3 are fixedly connected sequentially by connecting plate 4, connection
The side of plate 4 is fixedly connected with the periphery of steel column 1.
Using above-described embodiment provide for the continuous different inclined-plane of steel construction bean column node mechanism when, by secondary beam
Bracket 3 is set and improves the bearing capacity of secondary beam, be then fixedly connected sequentially the first ring flat-plate 2 of top and each by connecting plate 4
The top surface of bracket 3, the side of connecting plate 4 is fixedly connected with the periphery of steel column 1 so that the bearing capacity serialization at bean column node,
More importantly cancel or reduce the ring flat-plate quantity at bean column node, optimize the ring flat-plate at continuous different inclined-plane girder steel Column border node
Arrangement, greatly reduces machining annular plates and the difficulty installed, and simplifies the manufacturing procedure of ring flat-plate, to a certain degree reduces ring flat-plate and adds
Work and the workload installed, effectively shorten the duration.
Certainly, it is also possible to the situation of multiple same section Steel Beams occur, now connecting plate 4 is preferably disposed on multiple same
At the structural plane of section Steel Beams.
Fig. 7 is referred to, Fig. 7 is installed on the front view structure of secondary beam for the variable cross-section bracket 31 that this utility model embodiment is provided
Schematic diagram.
In another embodiment of the present utility model, when the difference in height between girder steel is more than 300 millimeters, corresponding bracket
3 bottom surface is fixedly connected with the second ring flat-plate 5 being fixedly connected with the periphery of steel column 1, if the bracket 3 for having multiple differences in height excessive
Multiple second ring flat-plates 5 are correspondingly arranged respectively；When the difference in height between girder steel is less than or equal to 300 millimeters, corresponding bracket 3 has
Body should match for variable cross-section bracket 31, the i.e. bottom surface of bracket 3 with the first ring flat-plate 2 of lower section, and its bottom surface is fixedly connected on lower section
The first ring flat-plate 2.When the difference in height between girder steel is less than or equal to 300 millimeters, multiple brackets 3 preferably share the first of lower section
Ring flat-plate 2, further reduces the quantity of ring flat-plate at bean column node, and continuous different inclined-plane girder steel Column border node is also just optimized accordingly
The ring flat-plate arrangement at place, greatly reduces machining annular plates and the difficulty installed, and simplifies the manufacturing procedure of ring flat-plate, to a certain degree reduces
Machining annular plates and the workloads installed, effectively shorten the duration.
The first ring flat-plate 2 of top is corresponded in the using effect of the steel column 1 in order to optimize above-described embodiment, steel column 1
Position is provided with inner ring plate 6, when the difference in height between girder steel is less than or equal to 300 millimeters, corresponding to the first of lower section in steel column 1
The position of ring flat-plate 2 is provided with inner ring plate 6.Due to the continuous ring flat-plate of many sets at different inclined-plane beam-column be optimized for it is a set of it is continuous share the
One ring flat-plate 2, causes beam-column core space stress concentration, therefore preferably slower inner ring plate 6 is arranged in steel column 1 can to bear to improve
Load.
The using effect of the bracket 3 in order to optimize above-described embodiment, bracket 3 is specially H profile steel bracket.It is preferred that adopting H
Shaped steel bracket so that bracket 3 has the advantages that bending resistance is strong, simple, cost-effective and lightweight construction of constructing, its section face
Integration is more reasonable with more optimization, the ratio of strength to weight.Certainly, also it is allowed using the bracket 3 of other forms, according to being embodied as
Situation unrestricted choice.
Fig. 8 is referred to, the first ring flat-plate 2 and the knot of the bevel 7 of the second ring flat-plate 5 that Fig. 8 is provided for this utility model embodiment
Structure schematic diagram.
The using effect of the first ring flat-plate 2 and the second ring flat-plate 5 in order to optimize above-described embodiment, on the first ring flat-plate 2 and the
Position on two ring flat-plates 5 corresponding to girder steel and bracket 3 offers groove 7, preferably opens up groove 7 and facilitates follow-up assembling and welding
Process.
The using effect of the groove 7 in order to optimize above-described embodiment, when the thickness of the first ring flat-plate 2 and the second ring flat-plate 5 it is little
When 20 millimeters, groove 7 is specially monolateral double V-groove, and bevel angle is 30 degree；When the first ring flat-plate 2 and the thickness of the second ring flat-plate 5
During more than 20 millimeters, groove 7 is specially K-type groove, and bevel angle is 30 degree.Groove of different shapes 7 possesses different performances
And purposes, it is adapted to the sheet material of different-thickness, the setting of its bevel angle has been also convenient for assembling and has welded.
It is noted that the first ring flat-plate 2, the second ring flat-plate 5, bracket 3, connecting plate 4, inner ring plate 6 and girder steel can be with excellent
Choosing adopts material of the same race, can be connected with preferred weld between each part.
Each embodiment is described by the way of progressive in this specification, and what each embodiment was stressed is and other
The difference of embodiment, between each embodiment identical similar portion mutually referring to.
Also, it should be noted that in this manual, such as first and second or the like relational terms be used merely to by
One entity or operation make a distinction with another entity or operation, and not necessarily require or imply these entities or operation
Between there is any this actual relation or order.Do not limit simultaneously and the corresponding ring flat-plate number in multiple continuous different inclined-planes yet
Mesh, i.e. ring flat-plate number is not limited to two or three, is flexibly selected according to the number on continuous different inclined-plane at bean column node.And,
Term " including ", "comprising" or its any other variant are intended to including for nonexcludability, so that including a series of
The process of key element, method, article or equipment not only include those key elements, but also including be not expressly set out other will
Element, or also include the key element intrinsic for this process, method, article or equipment.In the situation without more restrictions
Under, the key element limited by sentence "including a ...", it is not excluded that including the process of the key element, method, article or
Also there is other identical element in equipment.
The foregoing description of the disclosed embodiments, enables professional and technical personnel in the field to realize or new using this practicality
Type.Various modifications to these embodiments will be apparent for those skilled in the art, determine herein
The General Principle of justice can in other embodiments be realized in the case of without departing from spirit or scope of the present utility model.Cause
This, this utility model is not intended to be limited to the embodiments shown herein, and is to fit to and principles disclosed herein
The most wide scope consistent with features of novelty.
Claims (6)
1. a kind of bean column node mechanism for the continuous different inclined-plane of steel construction, including vertical steel column (1) and the steel is installed on
Many girder steels of post (1) periphery, it is characterised in that the girder steel includes the girder of maximum cross-section and section less than maximum cross-section
The junction of secondary beam, the girder and the steel column (1) is provided with a pair first ring flat-plates (2), and the secondary beam is connected with bracket (3),
First ring flat-plate (2) of top and the top surface of each bracket (3) are fixedly connected sequentially by connecting plate (4), the connection
The side of plate (4) is fixedly connected with the periphery of the steel column (1).
2. bean column node mechanism according to claim 1, it is characterised in that when the difference in height between the girder steel is more than
When 300 millimeters, the bottom surface of the corresponding bracket (3) is fixedly connected with second be fixedly connected with the periphery of the steel column (1)
Ring flat-plate (5)；When the difference in height between the girder steel is less than or equal to 300 millimeters, the corresponding bracket (3) specially becomes cuts
Face bracket (31), its bottom surface is fixedly connected on first ring flat-plate (2) of lower section.
3. bean column node mechanism according to claim 2, it is characterised in that corresponding to the institute of top in the steel column (1)
The position for stating the first ring flat-plate (2) is provided with inner ring plate (6), when the difference in height between the girder steel is less than or equal to 300 millimeters, institute
The position for stating first ring flat-plate (2) in steel column (1) corresponding to lower section is provided with the inner ring plate (6).
4. bean column node mechanism according to claim 3, it is characterised in that the bracket (3) is specially H profile steel bracket.
5. the bean column node mechanism according to any one of claim 2 to 4, it is characterised in that on first ring flat-plate (2) and
Position on second ring flat-plate (5) corresponding to the girder steel and the bracket (3) offers groove (7).
6. bean column node mechanism according to claim 5, it is characterised in that when first ring flat-plate (2) and described second
When the thickness of ring flat-plate (5) is less than 20 millimeters, the groove (7) is specially monolateral double V-groove, and bevel angle is 30 degree；When described
When the thickness of the first ring flat-plate (2) and second ring flat-plate (5) is more than 20 millimeters, the groove (7) is specially K-type groove, groove
Angle is 30 degree.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620830130.2U CN206143928U (en) | 2016-08-01 | 2016-08-01 | A beam column node mechanism that is used for continuous different inclined plane of steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620830130.2U CN206143928U (en) | 2016-08-01 | 2016-08-01 | A beam column node mechanism that is used for continuous different inclined plane of steel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206143928U true CN206143928U (en) | 2017-05-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620830130.2U Expired - Fee Related CN206143928U (en) | 2016-08-01 | 2016-08-01 | A beam column node mechanism that is used for continuous different inclined plane of steel construction |
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| Country | Link |
|---|---|
| CN (1) | CN206143928U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386465A (en) * | 2017-09-15 | 2017-11-24 | 云南省建设投资控股集团有限公司 | The post beam crossed node structure of steel construction gable and hip roof building roof modelled after an antique |
-
2016
- 2016-08-01 CN CN201620830130.2U patent/CN206143928U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386465A (en) * | 2017-09-15 | 2017-11-24 | 云南省建设投资控股集团有限公司 | The post beam crossed node structure of steel construction gable and hip roof building roof modelled after an antique |
| CN107386465B (en) * | 2017-09-15 | 2023-03-31 | 云南省建设投资控股集团有限公司 | Column-beam intersection node structure of steel structure antique second mountain building roof |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170503 Termination date: 20210801 |
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| CF01 | Termination of patent right due to non-payment of annual fee |