CN202644841U - Combination prefabricated superposed beam - Google Patents
Combination prefabricated superposed beam Download PDFInfo
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- CN202644841U CN202644841U CN2012202990233U CN201220299023U CN202644841U CN 202644841 U CN202644841 U CN 202644841U CN 2012202990233 U CN2012202990233 U CN 2012202990233U CN 201220299023 U CN201220299023 U CN 201220299023U CN 202644841 U CN202644841 U CN 202644841U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
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Abstract
The utility model provides a combination prefabricated superposed beam comprising a fabricated beam and a steel bar framework. The fabricated beam comprises a common concrete fabricated beam in the middle, an ECC fabricated block at the left end, and an ECC fabricated block at the right end. The steel bar framework comprises two lower portion longitudinal steel bars, two upper portion longitudinal steel bars, a plurality of square hoops used for binding the four steel bars, four pieces of upper portion location angle steel welded to two ends of each upper portion longitudinal steel bar, and four pieces of lower portion location angle steel welded to two ends of each lower longitudinal steel bar. Four end heads of the two upper portion longitudinal steel bars extend out of the four pieces of the upper portion location angle steel. Four end heads of the two lower portion longitudinal steel bars withdraw into the four pieces of the lower portion location angle steel. The combination prefabricated superposed beam is convenient to construct, overcomes the defect of concentration of weak positions on connecting portions, is not easy to dislocate during construction and convenient to locate, strengthens structural integrity, enhances shear-bearing capacity and ductility of frame beams, and improves shock-resistant property of the structural integrity.
Description
Technical field
The utility model belongs to the Structural Engineering field, relates to a kind of combination Prefabricated superposed beam, is mainly used in the prefabricated integral frame structure.
Background technology
In the practice of construction process of prefabricated integral frame structure, the construction of prefabricated units junction location is difficult for, and has therefore reduced speed of application and efficient; For precast concrete, whether the quality of connection of member can be guaranteed is the key point that can total bring into play design function, and shear-carrying capacity and the ductility of precast construction junction are relatively poor usually, become easily the weak part in the structural system, thereby the safety of total is threatened; More existing achievements in research show that also the anti-seismic performance of fabricated assembly overall structure is compared relatively poor with cast-in-place concrete structure, still are worth carrying out deep research so how further to improve the anti-seismic performance of fabricated assembly overall structure.
Summary of the invention
The purpose of this utility model will overcome the above problems exactly, and a kind of combination Prefabricated superposed beam is provided, and is convenient to the location during construction, can improve the prefabricated integral frame structural seismic performance simultaneously.
The technical solution of the utility model is achieved like this: a kind of combination Prefabricated superposed beam, be characterized in: it comprises precast beam and cage of reinforcement, precast beam comprises the ordinary concrete precast beam 1 at middle part, the ECC prefabricated section 2 of left end, the ECC prefabricated section of right-hand member, and wherein the length of ECC prefabricated section is about half of beam height overall; Cage of reinforcement comprises the rectangle stirrup 5 that two bottom longitudinal reinforcements 3, two top longitudinal reinforcements 4, these four reinforcing bars of a plurality of colligation use, location, the four tops angle steel 7 that is welded on two top longitudinal reinforcement 4 two ends, location, the four bottoms angle steel 6 that is welded on two bottom longitudinal reinforcement 3 two ends; Top longitudinal reinforcement 4 and bottom longitudinal reinforcement 3 stagger mutually at link position separately, all stretch out outside the angle steel 7 of location, four top four terminations of two top longitudinal reinforcements 4, and four terminations of two bottom longitudinal reinforcements 3 all shrink within the angle steel 6 of location, four bottoms; Precast beam is positioned at the Lower Half of rectangle stirrup 5.Two bottom longitudinal reinforcements 3 and two top longitudinal reinforcement 4 colligations are on four angles of rectangle stirrup 5.
The utlity model has following effect: 1, the utility model adopts the structure that staggers up and down in the bar splice of node junction, the shortcoming that can avoid the junction weak location to concentrate.2, arranging of angle steel makes things convenient for reinforcing bar and angle steel to weld, and avoided overhead welding, convenient construction; And the junction links to each other by angle steel can increase its shear resistance, and the rigidity of angle steel is large than reinforcing bar, is not easy the changing of the relative positions in the time of construction, convenient location.During construction with after water superposed beam and build, can strengthen structural integrity.3, the areas of plasticity hinge at the beam two ends adopts the ECC material can give full play to the large characteristics of ECC material deformation ability, can strengthen the ductility of combination precast beam when earthquake, improve the absorbed energy of frame construction and the ability of dissipation energy, thereby improved the anti-seismic performance of prefabricated integral frame structure.4, beam two end regions are owing to be subject to larger shearing, and the shear resistance of ECC material is stronger, is used in the shear resistance that the beam-ends areas of plasticity hinge can increase Vierendeel girder, even can reduce the usage quantity of stirrup.5, the characteristics of ECC material cracking are fine and closely woven multiple crackses, and certain self-healing performance is arranged, and are behind beam-ends cracking under little shake or the middle shake effect, less on the durability impact of structure.
Description of drawings
Fig. 1 is elevation of the present utility model.
Fig. 2 is top view of the present utility model.
Fig. 3 is upward view of the present utility model.
Fig. 4 is disconnected sectional view of the present utility model.
Among the figure: 1-ordinary concrete precast beam; 2-ECC prefabricated section; 3-bottom longitudinal reinforcement; 4-top longitudinal reinforcement; 5-stirrup; Location, 6-bottom angle steel; Location, 7-top angle steel.
The specific embodiment
ECC namely is the abbreviation of Engineered Cementitious Composites, is a kind of novel concrete based composites with superpower toughness, and then this material adds synthetic fibers and form take cement and fine sand as filler.Existing achievement in research shows, the ultimate tensile strength value of this material can be stablized and reaches 3%-5%, is approximately about 100～300 times of common concrete material, is about 5～10 times of reinforcing bar.The ECC material not only has the toughness of superelevation, and the characteristics of the stable states of seam more than having cracking, make it that excellent performance be arranged at aspects such as safety, durability, applicabilities, can solve well the many disadvantages that conventional concrete causes owing to fragility, weak draftability.ECC has stronger energy absorption capability simultaneously, and higher shear strength also provides new selection for seismic design of structures.
The turning power of beam-ends has important effect to the anti-seismic performance of structure in the frame construction, and the ductility of the larger then beam-ends of turning power is better, therefore more is conducive to structure and absorbs and the dissipation seismic energy.Therefore the expectation plastic hinge region can have larger turning power during structure design.
The utility model comprises precast beam and cage of reinforcement, and precast beam comprises the ordinary concrete precast beam 1 at middle part, the ECC prefabricated section 2 of left end, the ECC prefabricated section of right-hand member, and wherein the length of ECC prefabricated section is about half of beam height overall; Cage of reinforcement comprises the rectangle stirrup 5 that two bottom longitudinal reinforcements 3, two top longitudinal reinforcements 4, these four reinforcing bars of a plurality of colligation use, location, the four tops angle steel 7 that is welded on two top longitudinal reinforcement 4 two ends, location, the four bottoms angle steel 6 that is welded on two bottom longitudinal reinforcement 3 two ends; Top longitudinal reinforcement 4 and bottom longitudinal reinforcement 3 stagger mutually at link position separately, all stretch out outside the angle steel 7 of location, four top four terminations of two top longitudinal reinforcements 4, all contracts within the angle steel 6 of location, four bottoms in four terminations of two bottom longitudinal reinforcements 3; Precast beam is positioned at the Lower Half of rectangle stirrup 5.Two bottom longitudinal reinforcements 3 and two top longitudinal reinforcement 4 colligations are on four angles of rectangle stirrup 5.
Construction application process of the present utility model is:
1. at first according to design, set up moulding board of precast beam, the assembling reinforcement cage, and indulge the welding of muscle two ends in top and the bottom and locate angle steel.
2. then build respectively ordinary concrete and ECC prefabricated section at the design attitude place, treat after the concrete initial set, carry out the plucking processing at precast beam end face and side, beam two ends, and maintenance.
3. treat that concrete curing to the stipulated time, can construct.First the overhanging steel bar welding that goes out angle steel is connected on the angle steel of corresponding position during construction, positions, then can build at prefabricated back place ordinary concrete and build the ECC prefabricated section in the junction, finish the construction of superposed beam.
Claims (3)
1. one kind is made up Prefabricated superposed beam, and it is characterized in that: it comprises precast beam and cage of reinforcement, and described precast beam comprises the ordinary concrete precast beam (1) at middle part, the ECC prefabricated section (2) of left end, the ECC prefabricated section of right-hand member; Described cage of reinforcement comprises rectangle stirrup (5) that two bottom longitudinal reinforcements (3), two top longitudinal reinforcements (4), these four reinforcing bars of a plurality of colligation use, be welded on location, the four tops angle steel (7) at two top longitudinal reinforcements (4) two ends, be welded on location, the four bottoms angle steel (6) at two bottom longitudinal reinforcements (3) two ends; All stretch out outside four top location angle steel (7) four terminations of two top longitudinal reinforcements (4), all contracts within four bottom location angle steel (6) in four terminations of two bottom longitudinal reinforcements (3); Precast beam is positioned at the Lower Half of rectangle stirrup (5); Two bottom longitudinal reinforcements (3) and two top longitudinal reinforcements (4) colligation are on four angles of rectangle stirrup (5).
2. according to claims 1 described a kind of combination Prefabricated superposed beam, it is characterized in that: the length of the ECC prefabricated section (2) of described left end, the ECC prefabricated section of right-hand member all is about half of deck-molding.
3. according to claims 1 or 2 described a kind of combination Prefabricated superposed beams, it is characterized in that: described top longitudinal reinforcement (4) and bottom longitudinal reinforcement (3) stagger mutually in the position of separately junction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012202990233U CN202644841U (en) | 2012-06-26 | 2012-06-26 | Combination prefabricated superposed beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012202990233U CN202644841U (en) | 2012-06-26 | 2012-06-26 | Combination prefabricated superposed beam |
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| Publication Number | Publication Date |
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| CN202644841U true CN202644841U (en) | 2013-01-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2012202990233U Expired - Lifetime CN202644841U (en) | 2012-06-26 | 2012-06-26 | Combination prefabricated superposed beam |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103938803A (en) * | 2014-04-04 | 2014-07-23 | 浙江大学 | High toughness cement-based material-nonmetal fiber rib composite structure as well as application and application method thereof |
| CN104532952A (en) * | 2014-12-19 | 2015-04-22 | 东南大学 | Short angle iron connection type reinforced concrete assembling integrated frame and construction method thereof |
| CN109252622A (en) * | 2018-09-26 | 2019-01-22 | 重庆普珞沃建筑科技有限公司 | Composite beam prefabricated panel sub-assembly and composite beam |
| CN109267654A (en) * | 2018-09-26 | 2019-01-25 | 重庆普珞沃建筑科技有限公司 | Combine prefabricated arch floor and overlapping arch sheet |
-
2012
- 2012-06-26 CN CN2012202990233U patent/CN202644841U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103938803A (en) * | 2014-04-04 | 2014-07-23 | 浙江大学 | High toughness cement-based material-nonmetal fiber rib composite structure as well as application and application method thereof |
| CN104532952A (en) * | 2014-12-19 | 2015-04-22 | 东南大学 | Short angle iron connection type reinforced concrete assembling integrated frame and construction method thereof |
| CN109252622A (en) * | 2018-09-26 | 2019-01-22 | 重庆普珞沃建筑科技有限公司 | Composite beam prefabricated panel sub-assembly and composite beam |
| CN109267654A (en) * | 2018-09-26 | 2019-01-25 | 重庆普珞沃建筑科技有限公司 | Combine prefabricated arch floor and overlapping arch sheet |
| CN109267654B (en) * | 2018-09-26 | 2021-09-14 | 重庆普珞沃建筑科技有限公司 | Combined prefabricated arch bottom plate and superposed arch plate |
| CN109252622B (en) * | 2018-09-26 | 2021-09-28 | 重庆普珞沃建筑科技有限公司 | Prefabricated bottom plate assembly of composite beam and composite beam |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130102 |
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| CX01 | Expiry of patent term |