CN206902939U - Truss beam column attachment structure and beam column construction - Google Patents
Truss beam column attachment structure and beam column construction Download PDFInfo
- Publication number
- CN206902939U CN206902939U CN201720484866.3U CN201720484866U CN206902939U CN 206902939 U CN206902939 U CN 206902939U CN 201720484866 U CN201720484866 U CN 201720484866U CN 206902939 U CN206902939 U CN 206902939U
- Authority
- CN
- China
- Prior art keywords
- bar
- steel
- beam column
- attachment structure
- reinforcing bar
- 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.)
- Expired - Fee Related
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
It the utility model is related to building structure field, it is intended to solve the problems, such as that beam-to-column joint of the prior art is complicated, attended operation is slow, there is provided a kind of truss beam column attachment structure and beam column construction.Truss beam column attachment structure includes beam steel net and post bar-mat reinforcement.Post bar-mat reinforcement lower end is fixedly installed, upper end support tie-beam bar-mat reinforcement.Post bar-mat reinforcement includes steel column and interval is surrounded on the steel reinforcement cage of steel column periphery.Beam steel net includes winding up reinforcing bar, two lower edge reinforcing bars and is connected to the web member reinforcing bar to wind up between reinforcing bar and lower edge reinforcing bar.The lower end of two lower edge reinforcing bars is fixedly connected with connecting plate, and the upper end of steel reinforcement cage is fixedly connected with connecting plate, and the upper end of steel column is fixedly connected with connecting plate.The beneficial effects of the utility model are simple in construction, connect quick and sound construction.
Description
Technical field
Building structure field is the utility model is related to, in particular to a kind of truss beam column attachment structure and beam column knot
Structure.
Background technology
The connections occurred between beam and column in building structure more.The structure type of attachment structure wherein between beam and column is determined
The performances such as the intensity of the firmness and structure connected between beam column are determined.
Beam-to-column joint structure of the prior art has the problem of complicated, attended operation is complicated.
Utility model content
The utility model aims to provide a kind of truss beam column attachment structure, to solve beam-to-column joint structure of the prior art
Complicated, the problem of attended operation is slow.
Another object of the present utility model is to provide a kind of beam column construction for possessing above-mentioned truss beam column attachment structure.
What embodiment of the present utility model was realized in：
A kind of truss beam column attachment structure, it includes beam steel net and post bar-mat reinforcement.Post bar-mat reinforcement lower end is fixedly installed, on
End support tie-beam bar-mat reinforcement.Post bar-mat reinforcement includes steel column and interval is surrounded on the steel reinforcement cage of steel column periphery.Beam steel net
Including the reinforcing bar that winds up, two lower edge reinforcing bars and it is connected to the web member reinforcing bar to wind up between reinforcing bar and lower edge reinforcing bar.Two lower edges
The lower end of reinforcing bar is fixedly connected with connecting plate, and the upper end of steel reinforcement cage is fixedly connected with connecting plate, and the upper end of steel column is fixedly connected with company
Fishplate bar.
Truss beam column attachment structure in the utility model embodiment by steel column and steel reinforcement cage by cooperateing with the post supported
Bar-mat reinforcement and by the reinforcing bar that winds up, two lower edge reinforcing bars and it is connected to the web member reinforcing bar between reinforcing bar and lower edge reinforcing bar that winds up and forms
Beam steel net be connected with each other the reinforcing bar system of integral reinforcing bar system as beam column construction, there is simple in construction, connection soon
Fast and well-set beneficial effect.
In one embodiment of the present utility model：
The both ends of beam steel net are connected to fixed plate, and fixed plate is respectively cooperating with winding up under reinforcing bar and two provided with three
The positioning hole of string reinforcing bar, and fixed plate and wind up reinforcing bar, two lower edge reinforcing bars are welded to connect at positioning hole.
In one embodiment of the present utility model：
Three positioning holes are distributed in equilateral triangle.
In one embodiment of the present utility model：
Steel column is open column shape, and its upper end extends radially outward to form ring flange, and ring flange and connecting plate are mutual
Interval, and pad is provided with elastic cushion block between the two.Ring flange, connecting plate and elastic cushion block are bolted together.
In one embodiment of the present utility model：
Connecting plate is made up of galvanized steel plain sheet.
In one embodiment of the present utility model：
Connecting plate is welded to connect in two lower edge reinforcing bars.
In one embodiment of the present utility model：
Steel reinforcement cage is to be connected to respectively by the vertical cage bar being circumferentially distributed and the length direction interval of multiple vertically cage bars
The cylindrical wire mesh cage structures that the stirrup of individual vertical cage bar is formed.
In one embodiment of the present utility model：
Vertical cage bar is welded to connect connecting plate.
A kind of beam column construction, it includes foregoing truss beam column attachment structure, in addition to parcel beam steel net and post reinforcing bar
The concrete structure of net.
In one embodiment of the present utility model：
The protective layer thickness of concrete structure is 20~50mm.
In summary, the truss beam column attachment structure in the utility model embodiment by steel column and steel reinforcement cage by being cooperateed with
The post bar-mat reinforcement of support and by the reinforcing bar that winds up, two lower edge reinforcing bars and it is connected to the web member to wind up between reinforcing bar and lower edge reinforcing bar
The beam steel net that reinforcing bar is formed is connected with each other reinforcing bar system of the integral reinforcing bar system as beam column construction, has structure letter
List, connect quick and well-set beneficial effect；
Beam column construction in the utility model embodiment is due to possessing foregoing truss beam column attachment structure, therefore same tool
There is simple in construction, connection quick and well-set beneficial effect.
Brief description of the drawings
, below will be to required use in embodiment in order to illustrate more clearly of the technical scheme of the utility model embodiment
Accompanying drawing be briefly described, it will be appreciated that the following drawings illustrate only some embodiments of the present utility model, therefore should not be by
Regard the restriction to scope as, for those of ordinary skill in the art, on the premise of not paying creative work, may be used also
To obtain other related accompanying drawings according to these accompanying drawings.
Fig. 1 is the structural representation of the truss beam column attachment structure in the utility model embodiment；
Fig. 2 is Fig. 1 A direction views；
Fig. 3 is the schematic diagram of the beam column construction in the utility model embodiment two；
Fig. 4 is sectional views of the Fig. 3 along line B-B.
Icon：10- beam steel nets；11- winds up reinforcing bar；12- lower edge reinforcing bars；13- web member reinforcing bars；20- post bar-mat reinforcements；21-
Steel column；211- ring flanges；22- steel reinforcement cages；The vertical cage bars of 221-；222- stirrups；30- connecting plates；40- fixed plates；50- elasticity
Cushion block；010- beam column constructions；100- truss beam column attachment structures；200- concrete structures.
Embodiment
It is new below in conjunction with this practicality to make the purpose, technical scheme and advantage of the utility model embodiment clearer
Accompanying drawing in type embodiment, the technical scheme in the embodiment of the utility model is clearly and completely described, it is clear that is retouched
The embodiment stated is the utility model part of the embodiment, rather than whole embodiments.Generally here described in accompanying drawing and
The component of the utility model embodiment shown can be configured to arrange and design with a variety of.
Therefore, the detailed description of the embodiment of the present utility model to providing in the accompanying drawings is not intended to limit requirement below
The scope of the utility model of protection, but it is merely representative of selected embodiment of the present utility model.Based in the utility model
Embodiment, the every other embodiment that those of ordinary skill in the art are obtained under the premise of creative work is not made, all
Belong to the scope of the utility model protection.
It should be noted that：Similar label and letter represents similar terms in following accompanying drawing, therefore, once a certain Xiang Yi
It is defined, then it further need not be defined and explained in subsequent accompanying drawing in individual accompanying drawing.
, it is necessary to explanation in description of the present utility model, if occur term " " center ", " on ", " under ", " left side ",
The orientation or position relationship of the instruction such as " right side ", " vertical ", " level ", " interior ", " outer " are based on orientation shown in the drawings or position
Relation, or the utility model product using when the orientation usually put or position relationship, be for only for ease of and describe this reality
With new and simplify description, rather than instruction or imply that signified device or element there must be specific orientation, with specific
Azimuth configuration and operation, therefore it is not intended that to limitation of the present utility model.If in addition, occur in description of the present utility model
Term " first ", " second " etc. are only used for distinguishing description, and it is not intended that instruction or hint relative importance.
If it is not offered as requiring part in addition, occurring the term such as term " level ", " vertical " in description of the present utility model
Abswolute level or pendency, but can be slightly tilted.Such as " level " only refers to that its direction is more horizontal with respect to for " vertical ",
It is not to represent that the structure must be fully horizontal, but can be slightly tilted.
In description of the present utility model, it is also necessary to explanation, unless otherwise clearly defined and limited, if there is art
Language " setting ", " installation ", " connected ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or detachably
Connection, or be integrally connected；Can be mechanical connection or electrical connection；Can be joined directly together, centre can also be passed through
Medium is indirectly connected, and can be the connection of two element internals.For the ordinary skill in the art, can specific feelings
Condition understands concrete meaning of the above-mentioned term in the utility model.
Embodiment one
Fig. 1 is the structural representation of the truss beam column attachment structure 100 in the utility model embodiment；Fig. 2 is Fig. 1 A
Direction view.It refer to Fig. 1, Fig. 2, the truss beam column attachment structure 100 in the present embodiment includes beam steel net 10 and post bar-mat reinforcement
20.The lower end of post bar-mat reinforcement 20 is fixedly installed, upper end support tie-beam bar-mat reinforcement 10.Post bar-mat reinforcement 20 includes steel column 21 and interval
It is surrounded on the steel reinforcement cage 22 of the periphery of steel column 21.Beam steel net 10 includes wind up 11, two lower edge reinforcing bars 12 of reinforcing bar and connection
In the web member reinforcing bar 13 between reinforcing bar 11 and lower edge reinforcing bar 12 that winds up.The lower end of two lower edge reinforcing bars 12 is fixedly connected with connecting plate
30, the upper end of steel reinforcement cage 22 is fixedly connected with connecting plate 30, and the upper end of steel column 21 is fixedly connected with connecting plate 30.Preferably, connect
Plate 30 is made up of galvanized steel plain sheet.
Truss beam column attachment structure 100 in the utility model embodiment one by steel column 21 and steel reinforcement cage 22 by being cooperateed with
The post bar-mat reinforcement 20 of support and 11, two lower edge reinforcing bars 12 of reinforcing bar and it is connected to wind up reinforcing bar 11 and lower edge reinforcing bar 12 by winding up
Between web member reinforcing bar 13 form beam steel net 10 be connected with each other reinforcing bar of the integral reinforcing bar system as beam column construction 010
System, quick with simple in construction, connection and well-set beneficial effect.
In one embodiment of the present utility model, the both ends of beam steel net 10 are connected to fixed plate 40, fixed plate
40 are provided with the positioning hole of three be respectively cooperating with winding up reinforcing bars 11 and two lower edge reinforcing bars 12, and fixed plate 40 and the reinforcing bar 11 that winds up,
Two lower edge reinforcing bars 12 are welded to connect at positioning hole.Preferably, three positioning holes are distributed in equilateral triangle.Beam steel net 10
Scene can be transported to again with prefabrication and carry out colligation connection, further improve joint efficiency.
In one embodiment of the present utility model, steel column 21 is open column shape, and its upper end extends radially outward
Ring flange 211 is formed, ring flange 211 and connecting plate 30 are spaced, and pad is provided with elastic cushion block 50 between the two.Ring flange
211st, connecting plate 30 and elastic cushion block 50 are bolted together.Connecting plate 30 is welded to connect in two lower edge reinforcing bars 12.
The elastic cushion block 50 that steel column 21 is set by ring flange 211 and pad is connected to connecting plate 30, can make 21 elastic twelve Earthly Branches of steel column
Beam is supportted, enhances the ductility of structure.
In one embodiment of the present utility model, steel reinforcement cage 22 is by the vertical cage bar 221 that is circumferentially distributed and multiple
Vertically the length direction interval of cage bar 221 is connected to the cylindrical cylinder mould knot that the stirrup 222 of each vertical cage bar 221 is formed
Structure.Vertical cage bar 221 is welded to connect connecting plate 30.
In summary, the truss beam column attachment structure 100 in the utility model embodiment is by by steel column 21 and reinforcing bar
The post bar-mat reinforcement 20 of the collaboration support of cage 22 and by 11, the two lower edge reinforcing bars 12 of reinforcing bar and being connected to of winding up wind up reinforcing bar 11 and under
The beam steel net 10 that web member reinforcing bar 13 between string reinforcing bar 12 is formed is connected with each other integral reinforcing bar system as beam column construction
010 reinforcing bar system, quick with simple in construction, connection and well-set beneficial effect.
Embodiment two
Fig. 3 is the schematic diagram of the beam column construction 010 in the utility model embodiment two；Fig. 4 is section views of the Fig. 3 along line B-B
Figure.Referring to Fig. 3, Fig. 4, the beam column construction 010 in the present embodiment includes the truss beam column attachment structure 100 in embodiment one,
Also include the concrete structure 200 of parcel beam steel net 10 and post bar-mat reinforcement 20.Preferably, the protective layer of concrete structure 200
Thickness is 20~50mm.
Beam column construction 010 in the utility model embodiment is due to possessing the truss beam column attachment structure in embodiment one
100, therefore quick equally with simple in construction, connection and well-set beneficial effect.
Preferred embodiment of the present utility model is the foregoing is only, is not limited to the utility model, for this
For the technical staff in field, the utility model can have various modifications and variations.It is all in the spirit and principles of the utility model
Within, any modification, equivalent substitution and improvements made etc., it should be included within the scope of protection of the utility model.
Claims (10)
- A kind of 1. truss beam column attachment structure, it is characterised in that：The truss beam column attachment structure includes beam steel net and post bar-mat reinforcement；The post bar-mat reinforcement lower end fixed setting, upper end support connect the beam steel net；The post bar-mat reinforcement includes steel column and interval is surrounded on the steel reinforcement cage of the steel column periphery；The beam steel net, which includes winding up, reinforcing bar, two lower edge reinforcing bars and is connected to reinforcing bar and the lower edge reinforcing bar of winding up Between web member reinforcing bar；The lower end of two lower edge reinforcing bars is fixedly connected with connecting plate, and the upper end of the steel reinforcement cage is fixedly connected with the connection Plate, the upper end of the steel column are fixedly connected with the connecting plate.
- 2. truss beam column attachment structure according to claim 1, it is characterised in that：The both ends of the beam steel net are connected to fixed plate, and the fixed plate is respectively cooperating with the reinforcing bar that winds up provided with three With the positioning hole of two lower edge reinforcing bars, and the fixed plate and the reinforcing bar that winds up, two lower edge reinforcing bars are described It is welded to connect at positioning hole.
- 3. truss beam column attachment structure according to claim 2, it is characterised in that：Three positioning holes are distributed in equilateral triangle.
- 4. truss beam column attachment structure according to claim 1, it is characterised in that：The steel column is open column shape, and its upper end extends radially outward to form ring flange, the ring flange and the company Fishplate bar is spaced, and pad is provided with elastic cushion block between the two；The ring flange, the connecting plate and the elastic cushion block are bolted together.
- 5. truss beam column attachment structure according to claim 1, it is characterised in that：The connecting plate is made up of galvanized steel plain sheet.
- 6. truss beam column attachment structure according to claim 5, it is characterised in that：The connecting plate is welded to connect in two lower edge reinforcing bars.
- 7. truss beam column attachment structure according to claim 1, it is characterised in that：The steel reinforcement cage is to be connected by the vertical cage bar being circumferentially distributed with multiple length direction intervals along the vertical cage bar In the cylindrical wire mesh cage structures that the stirrup of each vertical cage bar is formed.
- 8. truss beam column attachment structure according to claim 7, it is characterised in that：The vertical cage bar is welded to connect the connecting plate.
- A kind of 9. beam column construction, it is characterised in that：The beam column construction includes the truss beam column attachment structure as described in claim any one of 1-8, in addition to described in parcel The concrete structure of beam steel net and the post bar-mat reinforcement.
- 10. beam column construction according to claim 9, it is characterised in that：The protective layer thickness of the concrete structure is 20~50mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720484866.3U CN206902939U (en) | 2017-05-04 | 2017-05-04 | Truss beam column attachment structure and beam column construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720484866.3U CN206902939U (en) | 2017-05-04 | 2017-05-04 | Truss beam column attachment structure and beam column construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206902939U true CN206902939U (en) | 2018-01-19 |
Family
ID=61287851
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720484866.3U Expired - Fee Related CN206902939U (en) | 2017-05-04 | 2017-05-04 | Truss beam column attachment structure and beam column construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206902939U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111794384A (en) * | 2020-07-13 | 2020-10-20 | 沈阳建筑大学 | Modularization concatenation beam column system |
-
2017
- 2017-05-04 CN CN201720484866.3U patent/CN206902939U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111794384A (en) * | 2020-07-13 | 2020-10-20 | 沈阳建筑大学 | Modularization concatenation beam column system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106149882A (en) | A kind of lateral resisting and antigravity separate steel structure of housing system and construction method thereof | |
| CN108867939B (en) | Buckling-restrained steel plate shear wall | |
| CN107574929A (en) | Girder with rolled steel section en cased in concrete spinous process of the seventh cervical vertebra frame node and joint construction method | |
| CN212927289U (en) | Tower body reinforcing device | |
| CN206902939U (en) | Truss beam column attachment structure and beam column construction | |
| CN106284838A (en) | A kind of lattice Honeycomb Beam sections and large span lattice girder steel and fabrication and installation method thereof | |
| CN208650258U (en) | A kind of outer hoop assembled connecting node for the light steel increasing layer mixed structure of RC- | |
| CN207377233U (en) | A kind of triple Aseismic Structure Systems of preprocessing | |
| CN106836600A (en) | A kind of reinforcing bar composite floor for power transformation engineering | |
| CN205399824U (en) | Prestress assembly type combined special-shaped column | |
| CN100422468C (en) | Large-span large-column distance quasi-ribbed floor type prestressed steel grid roof structure | |
| CN2923870Y (en) | Large-span large-pillar-distance quasi-rib type building-cover type prestress steel-grid roofing | |
| CN201201304Y (en) | Special truss rib and precast slab for precast concrete slab | |
| CN207499149U (en) | A kind of multilayer loop girder construction system | |
| CN206902936U (en) | Beam slab attachment structure and reinforced concrete girder slab | |
| CN207314529U (en) | More Pin space trusses transformational structures | |
| CN206110793U (en) | Do not take framework of ground area | |
| CN205574216U (en) | Many portable wind and rain canopies of point type | |
| CN212271360U (en) | Plate column structure node with built-in steel plate | |
| CN103397638A (en) | Tie bar for supporting system in high-rigidity integral prestressed fabricated foundation pit support | |
| CN209211740U (en) | Honeycomb type hollow sandwich panel ceiling for storied building equipped with U-shaped steel composite structure | |
| CN111962731A (en) | Grid beam and bidirectional stressed steel bar truss floor structure and construction method thereof | |
| KR101921834B1 (en) | Steel-Concrete Hybrid Column Using Deck Plate | |
| CN205399683U (en) | Shaped steel concrete beam and concrete column nodal connection structure | |
| CN206298966U (en) | A kind of built-in fitting installed for beam, post |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180119 Termination date: 20210504 |