CN208396036U - A kind of connecting node of profile steel concrete column and reinforced beam - Google Patents
A kind of connecting node of profile steel concrete column and reinforced beam Download PDFInfo
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- CN208396036U CN208396036U CN201821074007.8U CN201821074007U CN208396036U CN 208396036 U CN208396036 U CN 208396036U CN 201821074007 U CN201821074007 U CN 201821074007U CN 208396036 U CN208396036 U CN 208396036U
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Abstract
The utility model discloses the connecting nodes of a kind of profile steel concrete column and reinforced beam, it is related to a kind of steel-concrete combined structure component, its drip irrigation device includes the fashioned iron cylinder that can be enclosed by four shaped steel flange plates, fashioned iron column body is fixed on for replacing the stiffener of existing rectangle stiffened portion, multiple steel corbels being individually fixed on each side of fashioned iron cylinder, the more beams being both secured on each part steel corbel respectively indulge muscle and are respectively coated by fashioned iron cylinder and Liang Zong muscle to form the concrete main body of profile steel concrete column and reinforced beam, the utility model has the effect of to prevent from bending when the vertical muscle of beam is too long.
Description
Technical field
The utility model relates to a kind of steel-concrete combined structure components, and more specifically it is related to a kind of fashioned iron coagulation
The connecting node of earth pillar and reinforced beam.
Background technique
Currently, steel reinforced concrete structure can give full play to the advantage of steel and concrete respectively, it is a kind of efficient, economic, section
The structure of energy at home and abroad has a large amount of application in building structure field.However, profile steel concrete column and reinforced beam
Connecting node it is complex, in order to realize the longitudinal reinforcement power transmission of reinforced beam, conventional node way, construction is more
Inconvenience, and rolled steel dosage is higher, constrains the engineer application of profile steel concrete column.
As shown in Figure 1, the pulling force that horizontal 12 transfer beams of rectangle stiffener indulge muscle is usually used in the prior art, and square
Shape stiffener 12 is in be placed horizontally between two opposite shaped steel flange plates 11 reliability so that it is guaranteed that vertical 2 power transmission of muscle of beam,
Wherein, each shaped steel flange plate 11 is mutually not connected to, generally by section in the shape steel web 13 of " ten " font by each fashioned iron
Flange plate 11 is fixed together, and still, existing steel reinforced concrete structure is usually to be applied to the fields such as underground parking, market
Ground, the quantity of profile steel concrete column 31 are not easy excessively, and it is general longer to be fixed on two profile steel concrete columns 31 being disposed adjacent,
It is longer that this will lead to be fixed on the vertical muscle of the beam among two formed steel constructions being disposed adjacent, and according to mechanics it is found that two o'clock branch
Middle position is easy to be bent downwardly by flexure stress when support, causes beam to indulge muscle and certain deformation occurs, so that casting is mixed
It is easy to influence the intensity of reinforced beam 32 when solidifying body.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of profile steel concrete column and reinforcing bars
The connecting node of beams of concrete, the advantage is that can prevent from bending when the vertical muscle of beam is too long.
To achieve the above object, the utility model provides following technical solution: including fashioned iron cylinder, the fashioned iron cylinder
Including four shaped steel flange plates, the adjacent side of arbitrary neighborhood setting two panels shaped steel flange plate is fixed together, four fashioned iron wings
Listrium can be enclosed a rectangular area；
Stiffener, the stiffener include two panels be horizontally placed on fashioned iron column body internal partition and both ends respectively at
The opposite one side fixation of two pieces partition and cross section are in the stiffener of cross shape setting；
Steel corbel；The steel corbel is provided with four, and each steel corbel is individually fixed in each side of fashioned iron cylinder
On face；
Beam indulges muscle, and the beam indulges muscle and is provided with more, and each beam indulges muscle and is distributed in each of each shaped steel flange plate
On side, each beam being set on same shaped steel flange plate is indulged muscle and is both secured on steel corbel；
Concrete main body, the concrete main body are respectively coated by fashioned iron cylinder and Liang Zong muscle to form profile steel concrete column
And reinforced beam.
By using above-mentioned technical proposal, fashioned iron can be increased by combining the steel column body to be formed by four shaped steel flange plates
The intensity for the profile steel concrete column that cylinder and Combined concrete are formed so that shaped steel flange plate be able to bear bigger flexure stress and
It is not susceptible to flange；The pulling force that muscle can be indulged with transfer beams instead of lateral stiffening plate in the prior art by internal partition, passes through
Cross section can replace type in the prior art with the shaped steel flange plate being fixed together in the stiffener of cross shape setting
The cooperation of steel web and shaped steel flange plate, and stability is more preferable；Fashioned iron cylinder can be connected by steel corbel and beam indulges muscle, and passed
The load that muscle is indulged from beam is passed, so that the vertical muscle of beam is not flexible when too long.
The utility model is further arranged to: the steel column is provided with the column muscle that more are vertically arranged and multiple in vitro
Ring-like steel column setting and first stirrup fixed with column muscle.
By using above-mentioned technical proposal, the strong of profile steel concrete column can be increased by column muscle and the cooperation of the first stirrup
Degree, and it is poured easy hanging when coagulation body.
The utility model is further arranged to: the steel corbel includes a piece of connection for fitting in section steel flange plate surface
Portion, perpendicular to interconnecting piece and the stiffened portion being vertically arranged and two panels are perpendicular to interconnecting piece and horizontally disposed side plate, both side plate
It is fixed respectively with the two sides up and down of stiffened portion.
By using above-mentioned technical proposal, increase the contact area of steel corbel and shaped steel flange plate by interconnecting piece, so that
Connection between steel corbel and shaped steel flange plate is more stable, increases the contact of shaped steel flange plate with the vertical muscle of part beam by side plate
Area can increase the intensity of side by stiffened portion.
The utility model is further arranged to: the interconnecting piece is connected to interconnecting piece and is used by more root cuttings penetrates nail solder
Method be welded on the peg on shaped steel flange plate and be fixed on fashioned iron cylinder.
By using above-mentioned technical proposal, nail solder is penetrated for composite floor and combination beam, when welding, by profiled sheet
Through welding, makes peg, profiled sheet and steel member three be connected together, can be avoided peg to fashioned iron by using the fixed form
Flange plate damages, it is ensured that the working strength of shaped steel flange plate.
The utility model is further arranged to: the multiple and integrally formed steel bushing of interconnecting piece is provided on the interconnecting piece
Cylinder, each beam being set on the same shaped steel flange plate indulge the one end and steel bushing internal whorl of muscle close to shaped steel flange plate
Connection.
By using above-mentioned technical proposal, the stress performance of interconnecting piece can be increased by steel bushing so that beam indulge muscle with
The connection of interconnecting piece is more stable, and beam is indulged muscle by the way of threaded connection and is fixed on the beam for making installation make mistakes in steel bushing
Vertical muscle can be disassembled and will not be damaged.
The utility model is further arranged to: each beam on two side plates of the steel corbel indulges muscle and passes through two limbs
Banding is bound round on side plate.
By using above-mentioned technical proposal, it is firmly solid the beam on side plate can be indulged muscle and side plate by two limb hoops
It is scheduled on together, strengthened beam indulges the bonding strength of muscle and side plate.
The utility model is further arranged to: it is in " returning " word shape cloth that all beams between two side plates, which indulge muscle,
Set, be equipped in the stiffened portion two pieces " returned " with formation respectively word shape inside and outside two collar tie beam indulge muscle weld together second
Stirrup.
By using above-mentioned technical proposal, the beam that remaining is not fixed together with side plate can be indulged by muscle by the second stirrup
Hoop is together to increase the integral strength that these beams indulge muscle, and the second stirrup is fed through stiffened portion and can bind round together to these
Beam indulges muscle and plays certain supporting role.
The utility model is further arranged to: each shaped steel flange plate is respectively and fixedly provided with four on one side and is in far from steel corbel
The limited block of rectangular-shaped arrangement, the opposite one side of two internal partitions are pasted with each piece of limited block in overlying relation respectively
It closes.
Quickly positioning work is carried out by using above-mentioned technical proposal, when installing by limited block convenient for stiffener.
In conclusion the utility model has the advantage that
1, muscle can be indulged beam by steel corbel to be supported so that too long beam indulges part of the muscle far from fashioned iron cylinder
It is not flexible, by the intensity for the fashioned iron cylinder to be formed that there are four shaped steel flange plates to combine much larger than formed steel construction in the prior art
Intensity so that bear longer beam indulge muscle when be not susceptible to flange；
2, by the cooperation of column muscle and the first stirrup so that when concrete casting type steel column is formed convenient for concrete hanging
Concrete main body, and further increase the intensity of profile steel concrete column；
3, by two limb muscle and the second stirrup beam can will be indulged muscle and steel corbel is fixed together, pass through steel to reach
Bracket indulges beam the effect that muscle is supported.
Detailed description of the invention
Fig. 1 is the connecting node schematic diagram of profile steel concrete column in the prior art and reinforced beam；
Fig. 2 is the external structure signal after the connecting node casting concrete of profile steel concrete column and reinforced beam
Figure；
Fig. 3 is the external structure signal when connecting node of profile steel concrete column and reinforced beam is not poured concrete
Figure；
Fig. 4 is the structural schematic diagram of the present embodiment fashioned iron cylinder；
Fig. 5 is the connection schematic diagram that the present embodiment beam indulges muscle and steel corbel.
Description of symbols: 1, fashioned iron cylinder；11, shaped steel flange plate；12, rectangle stiffener；13, shape steel web；2, beam
Vertical muscle；3, concrete main body；31, steel concrete column；32, reinforced beam；4, column muscle；5, the first stirrup；6, stiffener；
61, stiffener；62, internal partition；7, limited block；8, steel corbel；81, interconnecting piece；82, side plate；821, two limb hoop；822, steel bushing
Cylinder；83, stiffened portion；831, the second stirrup；84, peg.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment, a kind of connecting node of profile steel concrete column and reinforced beam, in conjunction with shown in Fig. 2 and Fig. 3, including
Fashioned iron cylinder 1, the more beams being distributed on each side of fashioned iron cylinder 1 indulge muscle 2 and are respectively coated by fashioned iron cylinder 1 and Liang Zong
Muscle 2 is to form the concrete main body 3 of profile steel concrete column 31 and reinforced beam 32.
In conjunction with shown in Fig. 3 and Fig. 4, fashioned iron cylinder 1 includes the shaped steel flange plate 11 of four rectangular arrangements, arbitrary neighborhood
The adjacent side of two panels shaped steel flange plate 11 is arranged to be fixed together, is internally provided with one for transfer beams in fashioned iron cylinder 1
The stiffener 6 of vertical 2 pulling force of muscle.
Wherein, be provided with outside fashioned iron cylinder 1 column muscle 4 that more are vertically arranged and the setting of multiple ring-like steel columns 1 and
The first fixed stirrup 5 with column muscle 4.
Wherein, stiffener 6 include the horizontally disposed internal partition 62 of two panels and both ends respectively at two pieces partition it is opposite one
Face is fixed and cross section is in the stiffener 61 of cross shape setting, wherein is additionally provided with inside fashioned iron cylinder 1 for for adding
The positioning component that strength part 6 quickly positions, positioning component include 16 pieces of limited blocks being distributed on each shaped steel flange plate 11 7,
And it is arranged in the rectangular arrangement of four pieces of limited blocks 7 on each shaped steel flange plate 11, form two pieces of internal partitions 62 of stiffener 6
It is fixed respectively in each piece of opposite side of limited block 7 of upper and lower position.
In conjunction with shown in Fig. 3 and Fig. 5, the steel corbel 8 for being used to support beam and indulging muscle 2 is respectively and fixedly provided in each shaped steel flange plate 11,
Each part steel corbel 8 includes an interconnecting piece 81 being fixed on shaped steel flange plate 11 by more pegs 84, perpendicular to connection
Portion 81 and the stiffened portion 83 and two panels that are vertically arranged are horizontally disposed with and side plate fixed with the two sides up and down of stiffened portion 83 respectively
82, wherein the beam in the top and bottom is indulged muscle 2 and is bonded with twice side plate 82.
Wherein, 84 grafting of peg into one end of interconnecting piece 81 penetrate nail solder method weld by way of with the fashioned iron wing
Listrium 11 is fixed together.
As shown in figure 5, being provided with the multiple and integrally formed steel bushing 822 of interconnecting piece 81, each beam on interconnecting piece 81
Vertical muscle 2 is close to one end of shaped steel flange plate 11 by being fastened on interconnecting piece 81 with 822 internal whorl of steel bushing.
Wherein, the beam in the top and bottom indulges muscle 2 by two limb hoops, 821 banding on side plate 82, is in two
All beams between a side plate 82 are indulged muscle 2 and are arranged in " returning " word shape, and the beam for being set to two 82 public security of side plate indulges muscle 2 by two
Inside and outside two collar tie beam that part " returns " word shape with formation respectively is indulged 831 banding of the second stirrup that muscle 2 welds together and is lived.
Muscle 2 can be indulged to each beam being fixed in steel corbel 8 by steel corbel 8 be supported, pass through two limb muscle and the
The cooperation that the cooperation of two stirrups 831 can make steel corbel 8 indulge muscle 2 with beam is stronger, so that the installation that beam indulges muscle 2 is more steady
It is fixed.
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, all practical at this
Within novel design concept, any modification, equivalent replacement, improvement and so on should be included in the protection of the utility model
Within the scope of.
Claims (8)
1. the connecting node of a kind of profile steel concrete column and reinforced beam characterized by comprising
Fashioned iron cylinder (1), the fashioned iron cylinder (1) include four shaped steel flange plates (11), and the two panels fashioned iron wing is arranged in arbitrary neighborhood
The adjacent side of listrium (11) is fixed together, and four shaped steel flange plates (11) can be enclosed a rectangular area；
Stiffener (6), the stiffener (6) include two panels be horizontally placed on the internal internal partition (62) of fashioned iron cylinder (1) and
Both ends are respectively at the stiffener (61) that the opposite one side fixation of two pieces partition and cross section are in cross shape setting；
Steel corbel (8)；The steel corbel (8) is provided with four, and each steel corbel (8) is individually fixed in fashioned iron cylinder (1)
Each side on；
Beam is indulged muscle (2), and the beam indulges muscle (2) and is provided with more, and each beam indulges muscle (2) and is distributed in each shaped steel flange plate
(11) on each side, each beam being set on same shaped steel flange plate (11) indulges muscle (2) and is both secured to steel corbel (8)
On；
Concrete main body (3), the concrete main body (3) is respectively coated by fashioned iron cylinder (1) and beam indulges muscle (2) to form fashioned iron
Concrete column (31) and reinforced beam (32).
2. the connecting node of a kind of profile steel concrete column and reinforced beam according to claim 1, it is characterised in that:
Be provided with outside the fashioned iron cylinder (1) the column muscle (4) and multiple ring-like steel columns (1) setting that more are vertically arranged and with column muscle
(4) fixed the first stirrup (5).
3. the connecting node of a kind of profile steel concrete column and reinforced beam according to claim 1, it is characterised in that:
The steel corbel (8) include a piece of interconnecting piece (81) for fitting in shaped steel flange plate (11) surface, perpendicular to interconnecting piece (81) and
The stiffened portion (83) and two panels being vertically arranged are perpendicular to interconnecting piece (81) and horizontally disposed side plate (82), both side plate (82) point
Two sides up and down not with stiffened portion (83) are fixed.
4. the connecting node of a kind of profile steel concrete column and reinforced beam according to claim 3, it is characterised in that:
The interconnecting piece (81) is connected to interconnecting piece (81) by more root cuttings and is welded on shaped steel flange plate using the method for penetrating nail solder
(11) peg (84) on is fixed on fashioned iron cylinder (1).
5. the connecting node of a kind of profile steel concrete column and reinforced beam according to claim 3, it is characterised in that:
It is provided with multiple and interconnecting piece (81) integrally formed steel bushing (822) on the interconnecting piece (81), is set to the same type
Each beam on steel flange plate (11) is indulged muscle (2) and is connected close to the one end of shaped steel flange plate (11) and steel bushing (822) internal whorl
It connects.
6. the connecting node of a kind of profile steel concrete column and reinforced beam according to claim 3, it is characterised in that:
Each beam on two side plates (82) of the steel corbel (8) indulges muscle (2) by two limb hoop (821) bandings in side plate (82)
On.
7. the connecting node of a kind of profile steel concrete column and reinforced beam according to claim 3, it is characterised in that:
All beams between two side plates (82) are indulged muscle (2) and are arranged in " returning " word shape, are equipped on the stiffened portion (83)
Inside and outside two collar tie beam that two pieces " returns " word shape with formation respectively indulges the second stirrup (831) that muscle (2) weld together.
8. the connecting node of a kind of profile steel concrete column and reinforced beam according to claim 1, it is characterised in that:
The limited block (7) that is on one side respectively and fixedly provided with four rectangular arrangement of each shaped steel flange plate (11) far from steel corbel (8), two
The opposite one side of the internal partition (62) is bonded with each piece of limited block (7) in overlying relation respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821074007.8U CN208396036U (en) | 2018-07-07 | 2018-07-07 | A kind of connecting node of profile steel concrete column and reinforced beam |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821074007.8U CN208396036U (en) | 2018-07-07 | 2018-07-07 | A kind of connecting node of profile steel concrete column and reinforced beam |
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| CN201821074007.8U Active CN208396036U (en) | 2018-07-07 | 2018-07-07 | A kind of connecting node of profile steel concrete column and reinforced beam |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914598A (en) * | 2019-04-18 | 2019-06-21 | 西安建筑科技大学 | A kind of fast spelling formula H profile steel beams of concrete column connected node |
| CN110714534A (en) * | 2019-10-22 | 2020-01-21 | 中国一冶集团有限公司 | Section steel concrete structure |
| CN112575896A (en) * | 2020-12-29 | 2021-03-30 | 中铁三局集团建筑安装工程有限公司 | Complex steel reinforced concrete composite structure and construction method |
| CN114233080A (en) * | 2021-12-21 | 2022-03-25 | 上海应用技术大学 | Assembled concrete beam column wet type connecting joint and construction method |
| CN114737604A (en) * | 2022-03-31 | 2022-07-12 | 中铁第四勘察设计院集团有限公司 | Super-large underground space-spanning H-shaped steel reinforced concrete top cover frame system under heavy load |
| CN115110643A (en) * | 2022-07-27 | 2022-09-27 | 金耀 | Connecting structure of steel column and reinforced concrete beam and construction method |
| CN115434536A (en) * | 2022-09-29 | 2022-12-06 | 江苏省江南建筑技术发展有限公司 | Node external member for additionally arranging concrete interlayer in tall space and construction method |
-
2018
- 2018-07-07 CN CN201821074007.8U patent/CN208396036U/en active Active
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914598A (en) * | 2019-04-18 | 2019-06-21 | 西安建筑科技大学 | A kind of fast spelling formula H profile steel beams of concrete column connected node |
| CN110714534A (en) * | 2019-10-22 | 2020-01-21 | 中国一冶集团有限公司 | Section steel concrete structure |
| CN112575896A (en) * | 2020-12-29 | 2021-03-30 | 中铁三局集团建筑安装工程有限公司 | Complex steel reinforced concrete composite structure and construction method |
| CN112575896B (en) * | 2020-12-29 | 2022-03-29 | 中铁三局集团建筑安装工程有限公司 | Complex steel reinforced concrete composite structure and construction method |
| CN114233080A (en) * | 2021-12-21 | 2022-03-25 | 上海应用技术大学 | Assembled concrete beam column wet type connecting joint and construction method |
| CN114737604A (en) * | 2022-03-31 | 2022-07-12 | 中铁第四勘察设计院集团有限公司 | Super-large underground space-spanning H-shaped steel reinforced concrete top cover frame system under heavy load |
| CN114737604B (en) * | 2022-03-31 | 2023-12-01 | 中铁第四勘察设计院集团有限公司 | I-shaped steel concrete top cover frame system of extra-large span underground space under heavy load |
| CN115110643A (en) * | 2022-07-27 | 2022-09-27 | 金耀 | Connecting structure of steel column and reinforced concrete beam and construction method |
| CN115434536A (en) * | 2022-09-29 | 2022-12-06 | 江苏省江南建筑技术发展有限公司 | Node external member for additionally arranging concrete interlayer in tall space and construction method |
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