CN208668771U - A kind of concrete column and node configuring angle steel - Google Patents
A kind of concrete column and node configuring angle steel Download PDFInfo
- Publication number
- CN208668771U CN208668771U CN201820851575.8U CN201820851575U CN208668771U CN 208668771 U CN208668771 U CN 208668771U CN 201820851575 U CN201820851575 U CN 201820851575U CN 208668771 U CN208668771 U CN 208668771U
- Authority
- CN
- China
- Prior art keywords
- steel
- plate
- angle steel
- concrete column
- vertical muscle
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 153
- 239000010959 steel Substances 0.000 title claims abstract description 153
- 210000003205 muscle Anatomy 0.000 claims abstract description 38
- 239000003351 stiffener Substances 0.000 claims abstract description 18
- 239000011241 protective layer Substances 0.000 claims abstract description 17
- 239000010410 layer Substances 0.000 claims abstract description 4
- 238000003466 welding Methods 0.000 claims description 10
- 244000261422 Lysimachia clethroides Species 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 7
- 238000012913 prioritisation Methods 0.000 description 7
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 1
- 241000196324 Embryophyta Species 0.000 description 1
- 230000002421 anti-septic effect Effects 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a kind of concrete columns for configuring angle steel; there are four including vertical muscle, angle steel and several stirrups, angle steel, four angle steel are respectively arranged at the quadrangle of concrete column; stirrup includes vertical muscle stirrup and batten plate; vertical muscle stirrup connection lengthwise rib, batten plate both ends are welded in angle steel, and the side of angle steel and batten plate is additionally provided with protective layer; protective layer is concrete layer; the thickness of protective layer is not less than the diameter of vertical muscle, and batten plate is welded in the outer of angle steel, and batten plate is the steel plate that section is rectangle.When needs are when the side of concrete column connects middle-size and small-size component, the protective layer that corresponding site can be gone relatively thin according to the specific location of middle-size and small-size component chisel welds required middle-size and small-size component in the side of concrete column.When connecting I-shaped gooseneck, four blocks of steel plates of Bolted angle connection, four blocks of steel plates are capable of forming a box column, and connecting plate and stiffener are welded in box column, and I-steel web is connect by bolt with connecting plate；When connecting concrete beam, crossbeam indulges muscle across adjacent batten plate.
Description
Technical field
The utility model relates to a kind of concrete columns and node for configuring angle steel, belong to construction engineering technical field.
Background technique
It is to need convenient for the middle-size and small-size component such as welded pipe line bracket in workshop in the mill constructions such as thermal power plant, chemical plant
In the concrete column of concrete connect many equipment, that is to say, that the side of concrete column needs to install more equipment, then concrete column
Side just needs more tie point, although these significant component of tie points are can be pre- embedded when workshop building
It sets, it is contemplated that the problems such as the installation of old factory rehabilitation and later period new equipment, therefore the side of concrete column should can satisfy just
In the demand for installing middle-size and small-size component.The mounting means of existing middle-size and small-size component is connected by way of setscrew
It connects, but one side setscrew can reduce the bonding strength of concrete column, on the other hand, the bonding strength of setscrew can not also be protected
Card.
Utility model content
To solve the deficiencies in the prior art, the purpose of this utility model is to provide a kind of concrete columns and section for configuring angle steel
Point.
In order to achieve the above objectives, the utility model adopts the following technical solutions:
A kind of concrete column configuring angle steel, which is characterized in that there are four including vertical muscle, angle steel and several stirrups, the angle steel,
Four angle steel are respectively arranged at the quadrangle of concrete column, and the stirrup includes indulging muscle stirrup and batten plate, the vertical muscle stirrup connection lengthwise rib,
The batten plate both ends are welded in angle steel, and the side of the angle steel and batten plate is additionally provided with protective layer, and the protective layer is concrete layer,
The thickness of the protective layer is not less than the diameter of vertical muscle, and the batten plate is welded in the outer of angle steel, and the batten plate is that section is square
The steel plate of shape.
As a kind of prioritization scheme, a kind of concrete column configuring angle steel above-mentioned, vertical muscle shares eight, the side of each concrete column
Equipped with two vertical muscle.
As a kind of prioritization scheme, a kind of concrete column configuring angle steel above-mentioned, the angle steel of the same side of concrete column and vertical muscle it
Between distance be equal to the distance between two vertical muscle.
Based on a kind of node for the concrete column for configuring angle steel above-mentioned, Bolted angle connection steel plate, on steel plate along and steel plate upper end phase
The distance of adjacent batten plate is L4, and steel plate lower edge is L5 at a distance from adjacent batten plate with steel plate lower end, and steel plate connects the end of connecting plate, even
Fishplate bar connects I-steel.
As a kind of prioritization scheme, a kind of node for the concrete column configuring angle steel above-mentioned, if being additionally provided with solid carbon dioxide inside steel plate
Square to stiffener, edge and the angle steel and steel plate of stiffener be all connected with.
As a kind of prioritization scheme, a kind of node for the concrete column configuring angle steel above-mentioned, the connection between angle steel and steel plate
Relationship is welding, and the connection relationship between connecting plate and steel plate is welding.
As a kind of prioritization scheme, work is bolted in a kind of node for the concrete column configuring angle steel above-mentioned, connecting plate
The height of word steel web, I-steel flange plate is equal to stiffener, and the connection relationship between stiffener and I-steel and steel plate is
Welding.
As a kind of prioritization scheme, a kind of node for the concrete column configuring angle steel above-mentioned, I-steel web and connecting plate it
Between connection bolt strength grade be 10.9 grades, connected by the way of butt weld between I-steel flange plate and steel plate.
As a kind of prioritization scheme, a kind of node for the concrete column configuring angle steel above-mentioned, L4 is 40-60 at a distance from L5
Centimetre.
Based on a kind of node for the concrete column for configuring angle steel above-mentioned, crossbeam is equipped with several crossbeams and indulges muscle, and crossbeam passes through adjacent
Batten plate between.
The utility model is achieved the utility model has the advantages that the utility model provides angle for structure type common in engineering
The mode that steel and concrete combine constructs concrete column and concrete Column border node, is equipped with angle steel by the quadrangle in reinforced column, then
Stirrup is configured according to the requirement of frame column, last casting concrete forms structure stress column.It so, can be according to middle-size and small-size
The specific location of component digs the protective layer for going corresponding site relatively thin, convenient for welding required middle-size and small-size component in the side of concrete column,
Concrete cover can be avoided the problem of the exposed brought fire prevention of steel, antiseptic property difference.
, can be in such a way that steel plate be welded in angle steel when needing concrete column needs to connect with I-shaped crossbeam, four blocks of steel
Plate is capable of forming a box column, and the side welded connecting plate of box column is set to the stiffener inside concrete column and saves to reinforce
The bonding strength of point.Connection bolt strength grade between I-steel web and connecting plate is 10.9 grades, I-steel flange plate with
It is connected by the way of butt weld between steel plate.
When needing concrete column needs to connect with concrete beam, concrete beam is equipped with several crossbeams and indulges muscle, transverse and longitudinal muscle beam
Across adjacent batten plate, supported in this way, batten plate can be formed concrete beam, convenient for construction.
Detailed description of the invention
Fig. 1 is one main view of the utility model embodiment；
Fig. 2 is the A-A cut away view of Fig. 1；
Fig. 3 is the B-B cut away view of Fig. 1；
One shaft side figure of Fig. 4 the utility model embodiment；
Fig. 5 is I-steel schematic cross-section；
Two shaft side figure of Fig. 6 the utility model embodiment；
The meaning of appended drawing reference in figure: 1- angle steel；2- indulges muscle；3- protective layer；4- indulges muscle stirrup；5- batten plate；6- steel plate；7-
Connecting plate；8- stiffener；9- crossbeam；91- crossbeam indulges muscle；10- I-steel；101- I-steel flange plate；102- I-steel web.
Specific embodiment
The utility model is further described with reference to the accompanying drawing.Following embodiment is only used for clearly illustrating this
The technical solution of utility model, and cannot be used as a limitation the limitation protection scope of the utility model.
Embodiment one:
As shown in Figs. 1-3: a kind of concrete column configuring angle steel, including vertical muscle 2, angle steel 1 and several stirrups, angle steel 1 have four,
Four angle steel 1 are respectively arranged at the quadrangle of concrete column, and stirrup includes vertical muscle stirrup 4 and batten plate 5, indulge 4 connection lengthwise rib 2 of muscle stirrup, sew
5 both ends of plate are welded in angle steel 1, and the side of angle steel 1 and batten plate 5 is additionally provided with protective layer 3, and protective layer 3 is concrete layer, protective layer
Thickness is not less than the diameter of vertical muscle 2, and batten plate 5 is welded in the outer of angle steel 1, and batten plate 5 is the steel plate that section is rectangle.
The vertical muscle 2 of the present embodiment shares eight, and the side of each concrete column is equipped with two vertical muscle 2, and batten plate 5 is welded in angle steel 1
Outer, batten plate 5 be section be rectangle steel plate.The distance between the angle steel 1 of the same side of concrete column and vertical muscle 2 are equal to two
L1=L2=L3 in the distance between vertical muscle 2, i.e. Fig. 2 and Fig. 3.
Using the concrete column of the present embodiment, the protective layer 3 in surface can play guarantor for internal angle steel 1 and batten plate 5
The effect of shield prevents corrosion and when fire to be burned, can be in when needing when the side of concrete column connects middle-size and small-size component
The specific location of small members digs the protective layer for going corresponding site relatively thin, convenient for the middle-size and small-size structure needed for the welding of the side of concrete column
Part.
It is as shown in Figure 4: when the concrete column of the present embodiment needs to connect I-shaped gooseneck, the side junction steel plate 6 of angle steel 1,
Edge is L4 at a distance from adjacent batten plate 5 with 6 upper end of steel plate on steel plate 6, and 6 lower edge of steel plate is at a distance from adjacent batten plate 5 with 6 lower end of steel plate
L5, i.e., without batten plate 5 along distance L4 upwards on steel plate 6, and 6 lower edge of steel plate is not also sewed within the scope of distance L5 downwards
Plate 5, the equal preferred weld of connection relationship between connection relationship and connecting plate 7 and steel plate 6 between angle steel 1 and steel plate 6.This implementation
Preferred 40-60 centimetres of length range of the L4 and L5 of example.
In conjunction with Fig. 1 and Fig. 4: in order to promote the bonding strength between I-steel 100 and concrete column, preferably being set inside steel plate 6
Stiffener 8 is set, stiffener 8 is horizontally disposed, and edge is all connected with angle steel 1 and steel plate 6, stiffener 8 and I-steel 10 and steel plate 6
Between the equal preferred weld of connection relationship.
I-steel web 102 is bolted in connecting plate 7, and the height of I-steel flange plate 101 is equal to stiffener 8, i.e.,
Stiffener 8 has muti-piece, and when concrete column is connect with I-steel 100, two I-steel flange plates 101 up and down of I-steel 100 are welded
With steel plate 6, the interior welds stiffener 8 of the pad horizontal position, to promote the bonding strength of I-steel 100 Yu concrete column,
Prevent steel plate 6 from plastic deformation occurs.Connection bolt strength grade between I-steel web 102 and connecting plate 7 is 10.9 grades,
It is connected by the way of butt weld between I-steel flange plate 101 and steel plate 6.
Four blocks of steel plates 6 of the present embodiment are capable of forming a box column, the outside weldings connecting plate 7 of box column, inside weldering
Stiffener 8 is connect, connecting plate 7 and steel plate 6 are to connect I-shaped gooseneck.When concrete column connects I-steel 100 (Fig. 5), connecting plate
7 are bolted I-steel web 102, and the connection relationship between steel plate 6 and I-steel flange plate 101 is welding, preferably
The groove butt weld of full penetration.
Embodiment two:
As shown in Figure 6: the concrete rod structure that the present embodiment uses is the same as example 1: when the concrete column of the present embodiment needs to connect
When connecing concrete beam, crossbeam 9 is equipped with several crossbeams and indulges muscle 91, and crossbeam indulges muscle 91 across adjacent batten plate 5.Due to crossbeam
9 use precast construction, therefore after prefabricated completion, can directly through between the adjacent batten plate 5 of the concrete column of the present embodiment,
Batten plate 5 can play the role of support for prefabricated crossbeam 9 in this way, avoid when concrete column is poured with prefabricated crossbeam 9 and build volume
Outer support construction can accelerate the progress of construction, reduce construction cost.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without deviating from the technical principle of the utility model, several improvement and deformations can also be made, these change
It also should be regarded as the protection scope of the utility model into deformation.
Claims (10)
1. a kind of concrete column for configuring angle steel, which is characterized in that including vertical muscle (2), angle steel (1) and several stirrups, the angle steel (1)
There are four, four angle steel (1) are respectively arranged at the quadrangle of concrete column, and the stirrup includes vertical muscle stirrup (4) and batten plate (5), described
Vertical muscle stirrup (4) connection lengthwise rib (2), batten plate (5) both ends are welded in angle steel (1), the side of the angle steel (1) and batten plate (5)
Portion is additionally provided with protective layer (3), and the protective layer (3) is concrete layer, and the thickness of the protective layer is not less than the straight of vertical muscle (2)
Diameter, the batten plate (5) are welded in the outer of angle steel (1), and the batten plate (5) is the steel plate that section is rectangle.
2. a kind of concrete column for configuring angle steel according to claim 1, which is characterized in that the vertical muscle (2) shares eight, often
The side of a concrete column is equipped with two vertical muscle (2).
3. a kind of concrete column for configuring angle steel according to claim 1, which is characterized in that the angle steel (1) of the same side of concrete column
The distance between vertical muscle (2) is equal to the distance between two vertical muscle (2).
4. based on a kind of node for the concrete column for configuring angle steel according to claim 1, which is characterized in that the angle steel (1)
Junction steel plate (6), along being L4, steel plate (6) lower edge at a distance from adjacent batten plate (5) with steel plate (6) upper end on the steel plate (6)
It is L5 at a distance from adjacent batten plate (5) with steel plate (6) lower end, the end of steel plate (6) connection connecting plate (7), the connecting plate
(7) I-steel (10) are connected.
5. a kind of node of concrete column for configuring angle steel according to claim 4, which is characterized in that the steel plate (6) is internal
It is additionally provided with the stiffener (8) of several horizontal directions, edge and the angle steel (1) and steel plate (6) of the stiffener (8) are all connected with.
6. a kind of node of concrete column for configuring angle steel according to claim 4, which is characterized in that the angle steel (1) and steel
Connection relationship between plate (6) is welding, and the connection relationship between the connecting plate (7) and steel plate (6) is welding.
7. a kind of node of concrete column for configuring angle steel according to claim 5, which is characterized in that the connecting plate (7) is logical
It crosses and is bolted I-steel web (102), the height of the I-steel flange plate (101) is equal to stiffener (8), the stiffener
(8) connection relationship between I-steel (10) and steel plate (6) is welding.
8. a kind of node of concrete column for configuring angle steel according to claim 7, which is characterized in that the I-steel web
(102) the connection bolt strength grade between connecting plate (7) is 10.9 grades, the I-steel flange plate (101) and steel plate (6)
Between connected by the way of butt weld.
9. a kind of node of concrete column for configuring angle steel according to claim 4, which is characterized in that the L4 is at a distance from L5
It is 40-60 centimetres.
10. a kind of node of concrete column for configuring angle steel according to claim 4, which is characterized in that crossbeam (9) is equipped with several
Crossbeam is indulged muscle (91), and the crossbeam (9) is across adjacent batten plate (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820851575.8U CN208668771U (en) | 2018-06-04 | 2018-06-04 | A kind of concrete column and node configuring angle steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820851575.8U CN208668771U (en) | 2018-06-04 | 2018-06-04 | A kind of concrete column and node configuring angle steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208668771U true CN208668771U (en) | 2019-03-29 |
Family
ID=65824109
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820851575.8U Expired - Fee Related CN208668771U (en) | 2018-06-04 | 2018-06-04 | A kind of concrete column and node configuring angle steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208668771U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115897901A (en) * | 2022-10-26 | 2023-04-04 | 中建五局第三建设有限公司 | Assembled film column composite structure |
-
2018
- 2018-06-04 CN CN201820851575.8U patent/CN208668771U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115897901A (en) * | 2022-10-26 | 2023-04-04 | 中建五局第三建设有限公司 | Assembled film column composite structure |
| CN115897901B (en) * | 2022-10-26 | 2025-06-20 | 中建五局第三建设有限公司 | A kind of assembled film column combined structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105350458B (en) | Construction method of composite structure platform for construction of Y-shaped pier of bridge | |
| CN106567458B (en) | Prefabricated steel-concrete beam-column frame structure system | |
| CN201972252U (en) | External water stopper structure | |
| CN207812686U (en) | Unilateral buckling-restrained formula concrete column-steel beam connecting node | |
| CN104895197B (en) | A kind of profile steel concrete column reinforced beam joint connecting method | |
| CN210798990U (en) | Corrugated steel lining combined member for tunnel | |
| CN105937274B (en) | The prefabricated horizontal piece channel steel of shear wall is welded to connect device and connection method | |
| CN212534174U (en) | Raft foundation steel bar supporting tool | |
| CN102926504B (en) | Construction method of steel and concrete overlapped beam combined part | |
| CN113235438A (en) | Pouring construction tool and construction method for steel-concrete composite beam bridge deck | |
| CN109235280A (en) | The operation platform and construction method of bridge coping | |
| CN106481023A (en) | Assembled steel reinforced concrete bondbeam structure and its implementation | |
| CN107724540A (en) | Steel plate shear force wall and the attachment structure and its construction method of steel bar girder floor plates | |
| CN209194354U (en) | High-altitude long-span binder base-supporting shellfish thunder support construction | |
| CN208717762U (en) | A kind of assembling type steel corrugated plating Combined concrete arch culvert | |
| CN102619286A (en) | Connecting joint of steel pipe concrete column and profile steel concrete beam | |
| CN104233961A (en) | Triangular supporting bracket of suspended cast bridge block 0 | |
| KR100949828B1 (en) | Steel beam and hybrid beam of steel concrete for slim floor | |
| CN103669720A (en) | Precast beam and reinforced concrete structure with tenon anchor system | |
| CN217150611U (en) | Assembled pipe rack | |
| CN208668771U (en) | A kind of concrete column and node configuring angle steel | |
| CN205242263U (en) | Integrated configuration platform is used in construction of bridge Y type mound | |
| CN115387233A (en) | Construction method for large-span and large-volume bent cap of transition pier of composite beam cable-stayed bridge | |
| CN214459731U (en) | A concrete support structure for preventing settlement and cracking | |
| CN203066470U (en) | Multifunctional split bolt for brickwork and concrete composite structure unilateral formwork |
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: 20190329 |