CN205242773U - Adopt prefabricated assembled steel - concrete combination beam of cant chisei connection - Google Patents
Adopt prefabricated assembled steel - concrete combination beam of cant chisei connection Download PDFInfo
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- CN205242773U CN205242773U CN201520926729.1U CN201520926729U CN205242773U CN 205242773 U CN205242773 U CN 205242773U CN 201520926729 U CN201520926729 U CN 201520926729U CN 205242773 U CN205242773 U CN 205242773U
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Abstract
The utility model provides an adopt prefabricated assembled steel - concrete combination beam of cant chisei connection, it includes that H shaped steel roof beam is formed girder steel top flange welding shear bolt nail by the steel sheet welding, still include the precast reinforced concrete floor, reserve on the floor with the girder steel on the through -hole that corresponds of cant chisei position. Through after girder steel and precast concrete floor hoist and mount butt joint, fill in the hole and do not have the shrink self -compaction concrete filling material that excels in, realized the whole connection of girder steel and precast concrete board. Do not have the shrink self -compaction and excel in and have better adhesion stress between concrete filling material and the cant chisei, make the cant chisei have good performance of resisting horizontal shear and die pull, make overall structure have good ductility and anti -seismic performance simultaneously. The utility model discloses an all components are all prefabricated in the mill, and be assembled between/be connected between has reduced the construction of on -the -spot wet trade at the construction field (site), has guaranteed the engineering quality, and the construction cycle is reduced has improved building industrialization's assembly efficiency, and social economic is profitable.
Description
Technical field
The utility model belongs to the connection structure field of building element, and the beam-plate that is specifically applicable to how high-rise steel-concrete combined structure assembled-type house connects in structure.
Background technology
China starts to realize the application of building industrialization in the 1950's, uses for reference the technical system of the former Soviet Union, Popularization And Development prefabricated components and prefabrication in industrial premises and house. To the eighties in 20th century, precast concrete was once being obtained good achievement in research and development trend, but was limited to economic condition and technical merit at that time, and prefabrication does not obtain large-scale promotion and uses. After the nineties in 20th century, because cheap labour occurs in a large number, the reasons such as commerical ready-mixed concrete technical development, prefabrication is applied constantly and is reduced in civil buildings, and development has entered the low ebb phase. And in recent years, along with domestic economy grows continuously and fast, labor cost improves constantly, the consciousness of energy-conserving and environment-protective becomes main flow, China also increases gradually in the structural research of prefabrication and application, many relevant policies regulations that country puts into effect encourage business enterprise expand to use prefabrication, and this all makes building industrialization march toward a new stage.
In prefabrication structure, prefabricated assembled steel-concrete combined structure occupies more and more consequence. It can alleviate deadweight compared with prefabricated assembled concrete structure, reduces geological process, shortens construction period, increases structure ductility etc., compared with steel construction, can reduce steel using amount, increases the rigidity of structure, stability and globality etc.
Prefabricated assembled steel-concrete composite beam is a kind of novel combination beam structural form, and wherein H section steel beam and armoured concrete slab are prefabricated components, can be linked and packed fast, and composition overall structure. The connecting elements speed of application of prefabricated assembled concrete floor and H section steel beam is very fast and structure manufacture quality is higher, can effectively economize on resources and the energy, improve material in the effect realizing aspect building energy conservation and structural behaviour, reduced building waste for the impact of environment and job site for place environmental demand, improve building function and structural behaviour, meet China's building trade Green Development requirement, can promote to reach predetermined target for energy-saving and emission-reduction.
Traditional concrete floor and H section steel beam be connected structure and cast-in-situ steel reinforced concrete and beam to be connected structure difficulty of construction larger, working procedure complexity, material usage is many, construction quality is unstable, building complete period energy consumption is high. Therefore develop the shortcoming that is connected structure that is connected structure and cast-in-situ steel reinforced concrete and beam that a kind of prefabricated assembled steel-concrete composite beam overcomes traditional concrete floor and H section steel beam, significant and be worth.
Utility model content
In order to overcome the deficiencies in the prior art, the utility model proposes a kind of prefabricated assembled steel-concrete composite beam that adopts peg to connect, its simple structure, excellent earthquake resistance, energy-conserving and environment-protective, and there is higher efficiency of construction and construction quality.
The technical scheme the utility model proposes is:
A kind of prefabricated assembled steel-concrete composite beam that adopts peg to connect, mainly comprise prefabricated reinforced concrete floor, H section steel beam and peg shear connector, it is characterized in that correspondence position welding shearing resistance peg on described H section steel beam, precast rc slab docks with the H section steel beam of laying by the reserved through hole in the position at corresponding peg, finally fills reserving hole by perfusion without contraction self-compacting high-strength concrete inserts and is linked to be entirety.
Described H section steel beam top flange is welded shearing resistance peg in advance, and peg is welded on the symmetrical position in center, top flange or center, top flange along girder steel axis direction.
Described prefabricated reinforced concrete floor is inner reserved corresponding with girder steel weld stud position for placing the through hole of shearing resistance peg, and through hole can be reserved as circular opening or square hole.
The described concrete fill that the inner reserved through hole of prefabricated reinforced concrete floor is poured into is nothing contraction self-compacting high-strength concrete inserts.
Described girder steel and prefabricated reinforced concrete floor can be realized factory's preprocessing, assemble fast at the construction field (site) the function of moulding.
Compared with prior art, the utlity model has following beneficial effect:
1, the utility model adopts the prefabricated assembled steel-concrete composite beam that peg connects, and boxes out and all can complete according to on-the-spot actual demand on girder steel on the welding of peg and prefabricated concrete floor, has ensured construction precision and quality.
2, in the through hole that the utility model is connected with girder steel on precast slab, build without shrinking self-compacting high-strength concrete inserts, this type of inserts and peg have good adhesive property, make peg there is good opposing horizontal shear and the performance of pulling capacity, improve the globality of structure, there is good ductility and anti-seismic performance.
3, the member such as precast slab and girder steel that the utility model adopts is all prefabricated in the factory, and making quality is high, and assembly connection at the construction field (site), has reduced situ wet job execution. After lifting docking, fast pouring, without shrinking self-compacting high-strength concrete inserts, has shortened the engineering time, has improved building industrialization efficiency of assembling, has good promotional value.
Brief description of the drawings
Fig. 1 is the utility model example 1 overall structure 3-D view;
Fig. 2 is the overall schematic top plan view of the utility model example 1;
Fig. 3 is the utility model example 1 cross-sectional configuration schematic diagram;
Fig. 4 is shearing resistance peg structure schematic three dimensional views in the utility model example 1 precast floor slab;
Fig. 5 is the utility model example 2 overall structure 3-D views;
Fig. 6 is the overall schematic top plan view of the utility model example 2;
Fig. 7 is the utility model example 2 cross-sectional configuration schematic diagrames;
Fig. 8 is shearing resistance peg structure schematic three dimensional views in the utility model example 2 precast floor slabs;
Fig. 9 is the utility model example 3 overall structure 3-D views;
Figure 10 is the overall schematic top plan view of the utility model example 3;
Figure 11 is the utility model example 3 cross-sectional configuration schematic diagrames;
Figure 12 is shearing resistance peg structure schematic three dimensional views in the utility model example 3 precast floor slabs.
Number in the figure: 1 is H section steel beam, 2 is prefabricated reinforced concrete floor, and 3 is shearing resistance peg, and 4 is the reserved manhole of precast floor slab, and 5 is the reserved square through hole of precast floor slab, 6 is without shrinking self-compacting high-strength concrete inserts.
Detailed description of the invention
Referring to the drawings and specific embodiments, the utility model is described in further details.
[embodiment 1]
A kind of prefabricated assembled steel-concrete composite beam that adopts peg to connect, as shown in Fig. 1～4, connect structure by H section steel beam 1, prefabricated reinforced concrete floor 2, shearing resistance peg connector 3, the reserved manhole 4 of precast floor slab and form without shrinking self-compacting high-strength concrete inserts 6. H section steel beam 1 top flange is along welding shearing resistance peg 3 by designing requirement on the center line of beam axis direction, and prefabricated reinforced concrete floor 2 is provided with the reserved through hole 4 of the circle corresponding with peg position. In the time being applied in work progress, after H section steel beam 1 and prefabricated reinforced concrete floor 2 are lifted to docking, in reserved through hole 4 perfusions of circle without shrinking self-compacting high-strength concrete inserts 6. There is good adhesive property without shrinking between self-compacting high-strength concrete inserts 6 and peg 3, improved peg 3 and resist the performance of horizontal shear and pulling capacity.
[embodiment 2]
A kind of prefabricated assembled steel-concrete composite beam that adopts peg to connect, as shown in Fig. 5～8, only be with the difference of embodiment 1: on the H section steel beam 1 symmetrical position of top flange center line, weld double shearing resistance peg 3 along beam axis direction, on prefabricated reinforced concrete floor 2, be provided with the reserved through hole 4 of the double-row circular corresponding with peg position.
[embodiment 3]
A kind of prefabricated assembled steel-concrete composite beam that adopts peg to connect, as shown in Fig. 9～12, only be with the difference of embodiment 1: on the H section steel beam 1 symmetrical position of top flange center line, weld double shearing resistance peg 3 along beam axis direction, on prefabricated reinforced concrete floor 2, be provided with the square reserved through hole 5 corresponding with peg position.
The utility model is not limited to these disclosed embodiments, and the utility model is by the scope covering described in patent book, and the various equivalences of claim scope change.
Claims (3)
1. a prefabricated assembled steel-concrete composite beam that adopts peg to connect, mainly comprise prefabricated reinforced concrete floor, H section steel beam and peg shear connector, it is characterized in that correspondence position welding shearing resistance peg on described H section steel beam, precast rc slab docks with the H section steel beam of laying by the reserved through hole in the position at corresponding peg, finally fills reserving hole by perfusion without contraction self-compacting high-strength concrete inserts and is linked to be entirety.
2. a kind of prefabricated assembled steel-concrete composite beam that adopts peg to connect according to claim 1, it is characterized in that described H section steel beam top flange welds shearing resistance peg in advance, peg is welded on the symmetrical position in center, top flange or center, top flange along girder steel axis direction.
3. a kind of prefabricated assembled steel-concrete composite beam that adopts peg to connect according to claim 1, it is characterized in that described prefabricated reinforced concrete floor is inner reserved corresponding with girder steel weld stud position for placing the through hole of shearing resistance peg, through hole is reserved as circular opening or square hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520926729.1U CN205242773U (en) | 2015-11-18 | 2015-11-18 | Adopt prefabricated assembled steel - concrete combination beam of cant chisei connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520926729.1U CN205242773U (en) | 2015-11-18 | 2015-11-18 | Adopt prefabricated assembled steel - concrete combination beam of cant chisei connection |
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| Publication Number | Publication Date |
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| CN205242773U true CN205242773U (en) | 2016-05-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520926729.1U Expired - Fee Related CN205242773U (en) | 2015-11-18 | 2015-11-18 | Adopt prefabricated assembled steel - concrete combination beam of cant chisei connection |
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| CN (1) | CN205242773U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297978A (en) * | 2015-11-18 | 2016-02-03 | 湖南大学 | Prefabricated assembled type steel-concrete combined beam connected through bolt nails |
| CN106869404A (en) * | 2017-03-30 | 2017-06-20 | 西京学院 | A kind of prefabricated assembled bolt connection steel reinforced concrete combination beam |
| CN107989391A (en) * | 2017-11-24 | 2018-05-04 | 华东建筑设计研究院有限公司 | A kind of combination beam of existed concrete bridge floor and girder steel |
| CN108468387A (en) * | 2018-03-22 | 2018-08-31 | 河海大学 | The assembled connecting node of combination beam and prefabricated board |
| WO2019072221A1 (en) * | 2017-10-13 | 2019-04-18 | 四川动和工程咨询有限公司 | Anti-falling prefabricated floor slab unit |
| CN110080462A (en) * | 2019-05-05 | 2019-08-02 | 湘潭大学 | A kind of detachably prefabricated assembled steel-concrete composite beam and its construction method |
| CN110821022A (en) * | 2019-11-28 | 2020-02-21 | 怀化远大建筑工业有限公司 | Full-prefabricated high-strength PC floor in steel construction that can install fast |
| CN111395383A (en) * | 2020-03-31 | 2020-07-10 | 上海市机械施工集团有限公司 | Equipment basement roof beam |
-
2015
- 2015-11-18 CN CN201520926729.1U patent/CN205242773U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297978A (en) * | 2015-11-18 | 2016-02-03 | 湖南大学 | Prefabricated assembled type steel-concrete combined beam connected through bolt nails |
| CN106869404A (en) * | 2017-03-30 | 2017-06-20 | 西京学院 | A kind of prefabricated assembled bolt connection steel reinforced concrete combination beam |
| WO2019072221A1 (en) * | 2017-10-13 | 2019-04-18 | 四川动和工程咨询有限公司 | Anti-falling prefabricated floor slab unit |
| CN107989391A (en) * | 2017-11-24 | 2018-05-04 | 华东建筑设计研究院有限公司 | A kind of combination beam of existed concrete bridge floor and girder steel |
| CN108468387A (en) * | 2018-03-22 | 2018-08-31 | 河海大学 | The assembled connecting node of combination beam and prefabricated board |
| CN110080462A (en) * | 2019-05-05 | 2019-08-02 | 湘潭大学 | A kind of detachably prefabricated assembled steel-concrete composite beam and its construction method |
| CN110821022A (en) * | 2019-11-28 | 2020-02-21 | 怀化远大建筑工业有限公司 | Full-prefabricated high-strength PC floor in steel construction that can install fast |
| CN111395383A (en) * | 2020-03-31 | 2020-07-10 | 上海市机械施工集团有限公司 | Equipment basement roof beam |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20160518 Termination date: 20171118 |