CN104499575A - Shock resistant connecting structure of reinforced concrete composite beam and steel pipe column - Google Patents
Shock resistant connecting structure of reinforced concrete composite beam and steel pipe column Download PDFInfo
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- CN104499575A CN104499575A CN201410682109.8A CN201410682109A CN104499575A CN 104499575 A CN104499575 A CN 104499575A CN 201410682109 A CN201410682109 A CN 201410682109A CN 104499575 A CN104499575 A CN 104499575A
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Abstract
The invention provides a shock resistant connecting structure of a reinforced concrete composite beam and steel pipe column and belongs to the field of industrial assembly-type construction structures. A steel pipe column joint is provided with a circular positioning connector; a beam-column connecting component comprises a beam end type steel connector and a column end type steel connector, the beam end type steel connector is correspondingly connected between an upper portion longitudinal reinforcing steel bar and lower portion longitudinal reinforcing steel bar of a precast reinforced concrete lower-portion beam reinforcement cage and is connected to the lower-portion beam integrally by pouring concrete; the column end type steel connector of the integrally-connected beam-column connecting component is connected to the circular positioning connector of the steel pipe column joint, concrete is poured to the upper-portion longitudinal reinforcing steel bar of the lower portion beam and the beam-column connecting component between the steel pipe column joint and the lower portion beam, and the integral connection of the composite beam and the steel pipe column is formed. According to the shock resistant connecting structure, the connection of a reinforced concrete structure and steel structure is replaced with the mature steel structure bolting and welding connection through the beam-column connecting component; the shock resistant connecting structure is safe and reliable, and the shock resistant requirements of 'strong column and weak beam' and 'strong joint and weak component' can be met.
Description
Technical field
A kind of Reinforced Concrete Composite Beams of the present invention and steel pipe column antidetonation syndeton, belong to industrialization assembled arthitecutral structure field.
Background technology
Steel pipe column is because of its excellent performance characteristic, and be widely used in building particularly some highrise buildings, the shockproof requirements of this kind of building to building is higher, the Seismic Design Requirements of the weak component of the strong node of demand fulfillment strong column and weak beam.Reinforced Concrete Composite Beams and steel pipe column connected applications are met " industrialization of construction industry " prefabricated inherent requirement, if the anti-seismic problem that solution reinforced concrete beam is connected with steel pipe column, has meaning energetically to promotion " industrialization of construction industry ".In prior art, steel pipe column is connected with reinforced concrete beam and is mostly to intert reinforcing bar or distributing bar concrete ring beam at Nodes, this joint form construction is loaded down with trivial details, be only applicable to cast-in-situ concrete beam, therefore, need to develop that a kind of anti-seismic performance is good, the syndeton of easy construction.
Summary of the invention
The object of this invention is to provide a kind of Reinforced Concrete Composite Beams and steel pipe column antidetonation syndeton, ensure Reinforced Concrete Composite Beams and steel tubular column joints safe and reliable, simplify the on-site construction operations of beam-to-column joint, improve in-site installation efficiency of construction.
The present invention is achieved by the following technical solutions:
The antidetonation syndeton of a kind of Reinforced Concrete Composite Beams of the present invention and steel pipe column, comprise Reinforced Concrete Composite Beams, steel pipe column and beam-post switching component, described steel tubular column joints is provided with annulus and is located by connecting head, described beam-post switching component is directly connected by beam-ends shaped steel connector with styletable H profile steel connector or forms through middle connecting plate, described beam-ends shaped steel connector, correspondence is connected to the upper of prefabricated reinforced concrete lower beam reinforcing cage, between the longitudinal reinforcement of bottom, form in the below concreting of the top longitudinal reinforcement of reinforcing cage the beam-post be integrally connected with prefabricated reinforced concrete lower beam to transfer component, be located by connecting that head is corresponding to be connected respectively with steel tubular column joints annulus by with the transfer upper and lower part frange plate of styletable shaped steel connector of component and web of beam-post that this lower beam one connects, along prefabricated reinforced concrete lower beam top longitudinal reinforcement and and steel pipe column connected node between beam-post to transfer component concreting, be shaped to the superposed beam comprising concrete top beam and be connected with the one of steel column pipe.
Described Reinforced Concrete Composite Beams is made up of prefabricated reinforced concrete lower beam and cast-in-situ concrete top beam.
The reinforcing cage of described prefabricated reinforced concrete lower beam is made up of top, bottom longitudinal reinforcement and stirrup.
Beam-ends shaped steel connector between the upper and lower part longitudinal reinforcement that described correspondence is connected to reinforcing cage is for being inverted shaped steel connector, the top longitudinal reinforcement of reinforcing cage is connected with styletable H profile steel connector top frange plate, and bottom longitudinal reinforcement is corresponding with the bottom surface of being inverted T-steel connector to be connected.
Beam-ends shaped steel connector between the upper and lower part longitudinal reinforcement that described correspondence is connected to reinforcing cage is H profile steel connector, the upper and lower part longitudinal reinforcement of reinforcing cage respectively with the end face of the upper and lower frange plate of this H profile steel connector, bottom surface is corresponding connects.
Described steel tubular column joints annulus is located by connecting head, is made up of upper and lower annulus grid spacer and positioning web.
The described fillet being located by connecting the corresponding styletable H profile steel connector upper and lower part frange plate connected of head with steel tubular column joints annulus is corresponding circle arc, and its both sides are indent arc.
Reinforced Concrete Composite Beams of the present invention and steel pipe column antidetonation syndeton, by beam-post adaptor the connection of reinforced concrete structure and steel work converted to steel work maturation bolt, weld type of attachment, bolt, weldering type of attachment are safe and reliable, easy construction; Beam column adaptor place shaped steel arcs of recesses inner side intensity is greater than Reinforced Concrete Composite Beams, adaptor increases at styletable commissure width, ensure that node weld place intensity is greater than adaptor intensity, manufacture the trend successively decreased successively to the strength and stiffness that shaped steel adaptor arrives reinforced concrete beam again in styletable commissure, meet the shockproof requirements of " strong column and weak beam, the strong weak component of node "; Superposed beam reinforcing bar welds with shaped steel adaptor frange plate respectively in addition, avoids the work such as on-the-spot reinforcing bar binding, reduces field operation amount, reduction construction period.
Accompanying drawing explanation
Fig. 1 steel pipe column schematic diagram of the present invention;
The beam-ends shaped steel connector A of Fig. 2 beam of the present invention-post switching component is for being inverted T-steel connector schematic diagram;
The beam-ends shaped steel connector A of Fig. 3 beam of the present invention-post switching component is H profile steel connector schematic diagram;
Fig. 4 prefabricated reinforced concrete lower beam of the present invention and beam-post component of transferring is integrally connected schematic diagram;
The prefabricated reinforced concrete lower beam that Fig. 5 the present invention is connected with beam-post switching component one and erection of steel pipe column schematic diagram;
Fig. 6 the present invention includes the superposed beam beam-ends of concrete top beam and the one-body molded connection diagram of steel column pipe node.
The beam-ends shaped steel connector A of Fig. 7 beam of the present invention-post switching component is for inversion T-steel connector and with middle stiffener schematic diagram;
The beam-ends shaped steel connector A of Fig. 8 beam of the present invention-post switching component is H profile steel connector and with middle stiffener schematic diagram.
Detailed description of the invention
Now by reference to the accompanying drawings with typical steel pipe concrete column embodiment, further illustrate the present invention and how to implement.
The antidetonation syndeton of a kind of Reinforced Concrete Composite Beams of the present invention and steel pipe column, comprise Reinforced Concrete Composite Beams, steel pipe column and beam-post switching component, described steel tubular column joints place is provided with annulus and is located by connecting 5 (as Fig. 1), described beam-post switching component is directly connected by beam-ends shaped steel connector A with styletable H profile steel connector B or connects to form (see Fig. 2 through middle connecting plate C, 3, 7, 8), described beam-ends shaped steel connector A, correspondence is welded on the upper of prefabricated reinforced concrete lower beam 2 reinforcing cage 4, bottom longitudinal reinforcement 4-1, between 4-2, form in the below concreting of the top longitudinal reinforcement 4-1 of reinforcing cage 4 beam-the post be integrally connected with prefabricated reinforced concrete lower beam 2 to transfer component (as Fig. 4), at the scene, beam-post with prefabricated reinforced concrete lower beam 2 one to be transferred styletable H profile steel connector B upper of component, lower wings listrium B-1, B-2 and steel tubular column joints annulus be located by connecting 5 upper, lower annulus grid spacer 5-1, the welding of 5-2 correspondence, its web B-3 bolt (as Fig. 5) corresponding to positioning web 5-3, along prefabricated reinforced concrete lower beam 2 top longitudinal reinforcement 4-1 and and steel pipe column connected node between beam-post to transfer component concreting, be shaped to the superposed beam beam-ends comprising concrete top beam 3 to be connected (as Fig. 6) with the one of steel column pipe 5 node.
Described Reinforced Concrete Composite Beams 1 is made up of prefabricated reinforced concrete lower beam 2 and cast-in-situ concrete top beam 3.
The reinforcing cage 4 of described prefabricated reinforced concrete lower beam 2 is made up of top, bottom longitudinal reinforcement 4-1,4-2 and stirrup 4-3.
Described correspondence is welded on the beam-ends shaped steel connector A between upper and lower part longitudinal reinforcement 4-1,4-2 of reinforcing cage 4 for being inverted T-steel connector (as Fig. 2), the top longitudinal reinforcement 4-1 of reinforcing cage 4 welds with styletable H profile steel connector B top frange plate B-1, and bottom longitudinal reinforcement 4-2 is corresponding with the bottom surface A-2 being inverted T-steel connector to be welded.
The beam-ends shaped steel connector A between upper and lower part longitudinal reinforcement 4-1,4-2 that described correspondence is welded on reinforcing cage 4 is H profile steel connector (as Fig. 3), upper and lower part longitudinal reinforcement 4-1,4-2 of reinforcing cage 4 respectively with the end face of the upper and lower frange plate of this H profile steel connector, bottom surface A-1, A-2 are corresponding welds.
Described steel pipe column 6 node annulus is located by connecting 5, is made up of upper and lower annulus grid spacer 5-1,5-2 and positioning web 5-3.
The described fillet being located by connecting head corresponding styletable H profile steel connector B upper and lower part frange plate B-1, B-2 of connecting with steel tubular column joints annulus is corresponding circle arc, and its both sides are indent arc (as Fig. 2,3).
Embodiment 1
By above-mentioned embodiment, the beam-ends shaped steel connector A that described correspondence is welded on beam between upper and lower part longitudinal reinforcement 4-1,4-2-post switching component of prefabricated reinforced concrete lower beam 2 reinforcing cage 4 is inverted T-steel connector, the top longitudinal reinforcement 4-1 of the reinforcing cage 4 of this prefabricated reinforced concrete lower beam 2 welds with styletable H profile steel connector B top frange plate B-1, bottom longitudinal reinforcement 4-2 is corresponding with the bottom surface A-2 being inverted T-steel connector to be welded, and all the other are as described in detailed description of the invention.
Embodiment 2
By above-mentioned embodiment, the beam-ends shaped steel connector A that described correspondence is welded on beam between upper and lower part longitudinal reinforcement 4-1,4-2-post switching component of prefabricated reinforced concrete lower beam 2 reinforcing cage 4 is H profile steel connector, upper and lower part longitudinal reinforcement 4-1,4-2 of the reinforcing cage 4 of this prefabricated reinforced concrete lower beam 2 respectively with the end face of the upper and lower frange plate of this H profile steel connector, bottom surface A-1, A-2 are corresponding welds, all the other are as described in detailed description of the invention.
Claims (7)
1. the antidetonation syndeton of a Reinforced Concrete Composite Beams and steel pipe column, comprise Reinforced Concrete Composite Beams, steel pipe column and beam-post switching component, it is characterized in that, described steel tubular column joints is provided with annulus and is located by connecting head, described beam-post switching component is directly connected by beam-ends shaped steel connector with styletable H profile steel connector or forms through middle connecting plate, described beam-ends shaped steel connector, correspondence is connected to the upper of prefabricated reinforced concrete lower beam reinforcing cage, between the longitudinal reinforcement of bottom, form in the below concreting of the top longitudinal reinforcement of reinforcing cage the beam-post be integrally connected with prefabricated reinforced concrete lower beam to transfer component, be located by connecting that head is corresponding to be connected respectively with steel tubular column joints annulus by with the transfer upper and lower part frange plate of styletable shaped steel connector of component and web of beam-post that this lower beam one connects, along prefabricated reinforced concrete lower beam top longitudinal reinforcement and and steel pipe column connected node between beam-post to transfer component concreting, be shaped to the superposed beam comprising concrete top beam and be connected with the one of steel column pipe.
2. the antidetonation syndeton of a kind of Reinforced Concrete Composite Beams according to claim 1 and steel pipe column, is characterized in that, Reinforced Concrete Composite Beams is made up of prefabricated reinforced concrete lower beam and cast-in-situ concrete top beam.
3. the antidetonation syndeton of a kind of Reinforced Concrete Composite Beams according to claim 1 and steel pipe column, is characterized in that, the reinforcing cage of prefabricated reinforced concrete lower beam is made up of top, bottom longitudinal reinforcement and stirrup.
4. the antidetonation syndeton of a kind of Reinforced Concrete Composite Beams according to claim 1 and steel pipe column, it is characterized in that, beam-ends shaped steel connector between the upper and lower part longitudinal reinforcement that correspondence is connected to reinforcing cage is for being inverted shaped steel connector, the top longitudinal reinforcement of reinforcing cage is connected with styletable H profile steel connector top frange plate, and bottom longitudinal reinforcement is corresponding with the bottom surface of being inverted T-steel connector to be connected.
5. the antidetonation syndeton of a kind of Reinforced Concrete Composite Beams according to claim 1 and steel pipe column, it is characterized in that, beam-ends shaped steel connector between the upper and lower part longitudinal reinforcement that correspondence is connected to reinforcing cage is H profile steel connector, the upper and lower part longitudinal reinforcement of reinforcing cage respectively with the end face of the upper and lower frange plate of this H profile steel connector, bottom surface is corresponding connects.
6. the antidetonation syndeton of a kind of Reinforced Concrete Composite Beams according to claim 1 and steel pipe column, is characterized in that, steel tubular column joints annulus is located by connecting head, is made up of upper and lower annulus grid spacer and positioning web.
7. the antidetonation syndeton of a kind of Reinforced Concrete Composite Beams according to claim 1 and steel pipe column, it is characterized in that, be corresponding circle arc with the be located by connecting fillet of the corresponding styletable H profile steel connector upper and lower part frange plate connected of head of steel tubular column joints annulus, its both sides are indent arc.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201410682109.8A CN104499575B (en) | 2014-11-24 | 2014-11-24 | Shock resistant connecting structure of reinforced concrete composite beam and steel pipe column |
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| CN201410682109.8A CN104499575B (en) | 2014-11-24 | 2014-11-24 | Shock resistant connecting structure of reinforced concrete composite beam and steel pipe column |
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| CN104499575A true CN104499575A (en) | 2015-04-08 |
| CN104499575B CN104499575B (en) | 2017-01-11 |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863271A (en) * | 2015-05-29 | 2015-08-26 | 重庆大学 | Concrete-filled steel tube column-reinforced concrete beam joint connection method |
| CN105672491A (en) * | 2016-01-20 | 2016-06-15 | 重庆大学 | Circular steel tube constraining reinforced concrete-steel beam framework node for nodal-region composite steel tube |
| CN105756349A (en) * | 2016-03-23 | 2016-07-13 | 中冶建工集团有限公司 | Bracket pouring construction method for core cylinder beam column |
| CN105804255A (en) * | 2016-05-17 | 2016-07-27 | 福建工程学院 | Assembling structure for prefabricated concrete beam and composite steel pipe concrete column, and construction method for assembling structure |
| CN105863058A (en) * | 2016-06-02 | 2016-08-17 | 河南大学 | Assembling type column-beam structure of antique building and preparation and splicing method of assembling type column-beam structure |
| CN106013495A (en) * | 2016-07-13 | 2016-10-12 | 大连理工大学 | Arc damper for node energy consumption and shock absorption of prefabricated structure |
| CN107268783A (en) * | 2017-06-30 | 2017-10-20 | 广东省建筑科学研究院集团股份有限公司 | A kind of existing reinforced concrete post and newly-increased reinforced beam node connecting structure |
| CN107476433A (en) * | 2017-08-17 | 2017-12-15 | 上海振华重工(集团)股份有限公司 | For cylinder and the mellow and full type joint of box beam |
| CN112227538A (en) * | 2020-09-27 | 2021-01-15 | 重庆三峡学院 | Assembled concrete composite beam and steel pipe column anti-seismic connecting device |
| CN115030307A (en) * | 2022-07-18 | 2022-09-09 | 东南大学 | Local steel-concrete combined assembled beam column node |
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| CN2385006Y (en) * | 1999-07-29 | 2000-06-28 | 王志林 | Half-ring steel frame construction for building angular column of external wall of steel structure building |
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Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863271A (en) * | 2015-05-29 | 2015-08-26 | 重庆大学 | Concrete-filled steel tube column-reinforced concrete beam joint connection method |
| CN104863271B (en) * | 2015-05-29 | 2018-02-02 | 重庆大学 | A kind of steel core concrete column reinforced beam joint connecting method |
| CN105672491A (en) * | 2016-01-20 | 2016-06-15 | 重庆大学 | Circular steel tube constraining reinforced concrete-steel beam framework node for nodal-region composite steel tube |
| CN105672491B (en) * | 2016-01-20 | 2018-01-30 | 重庆大学 | The construction method of the round steel pipe constraint armored concrete steel girder frame node of the compound steel pipe in node area |
| CN105756349B (en) * | 2016-03-23 | 2018-01-09 | 中冶建工集团有限公司 | A kind of Core Walls Structure beam column bracket pouring construction method |
| CN105756349A (en) * | 2016-03-23 | 2016-07-13 | 中冶建工集团有限公司 | Bracket pouring construction method for core cylinder beam column |
| CN105804255A (en) * | 2016-05-17 | 2016-07-27 | 福建工程学院 | Assembling structure for prefabricated concrete beam and composite steel pipe concrete column, and construction method for assembling structure |
| CN105804255B (en) * | 2016-05-17 | 2018-02-23 | 福建工程学院 | Precast concrete beam and composite steel tube concrete column assembling structure and its construction method |
| CN105863058A (en) * | 2016-06-02 | 2016-08-17 | 河南大学 | Assembling type column-beam structure of antique building and preparation and splicing method of assembling type column-beam structure |
| CN106013495A (en) * | 2016-07-13 | 2016-10-12 | 大连理工大学 | Arc damper for node energy consumption and shock absorption of prefabricated structure |
| CN107268783A (en) * | 2017-06-30 | 2017-10-20 | 广东省建筑科学研究院集团股份有限公司 | A kind of existing reinforced concrete post and newly-increased reinforced beam node connecting structure |
| CN107476433A (en) * | 2017-08-17 | 2017-12-15 | 上海振华重工(集团)股份有限公司 | For cylinder and the mellow and full type joint of box beam |
| CN112227538A (en) * | 2020-09-27 | 2021-01-15 | 重庆三峡学院 | Assembled concrete composite beam and steel pipe column anti-seismic connecting device |
| CN112227538B (en) * | 2020-09-27 | 2021-09-07 | 重庆三峡学院 | Assembled concrete composite beam and steel pipe column anti-seismic connecting device |
| CN115030307A (en) * | 2022-07-18 | 2022-09-09 | 东南大学 | Local steel-concrete combined assembled beam column node |
| CN115030307B (en) * | 2022-07-18 | 2024-03-12 | 东南大学 | Local steel-concrete combined assembled beam column node |
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