CN201581528U - Fully-prefabricated assembled concrete floor system - Google Patents
Fully-prefabricated assembled concrete floor system Download PDFInfo
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- CN201581528U CN201581528U CN2009202834892U CN200920283489U CN201581528U CN 201581528 U CN201581528 U CN 201581528U CN 2009202834892 U CN2009202834892 U CN 2009202834892U CN 200920283489 U CN200920283489 U CN 200920283489U CN 201581528 U CN201581528 U CN 201581528U
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Abstract
The utility model provides a fully-prefabricated assembled reinforced concrete floor system used in a building, which consists of beams, prefabricated plates, beam-plate connecting pieces and plate-plate connecting pieces and is characterized in that the prefabricated beam is a cornice beam; the prefabricated plate is a matchboard; the prefabricated plates are arranged on the prefabricated beams and then fixedly connected through the beam-plate connecting pieces; and the prefabricated plates are lapped and then fixedly connected through the plate-plate connecting pieces. The prefabricated plate also can be a prefabricated prestressed concrete hollow slab, a laminated slab and other flat slabs. The utility model realizes that the one-way fabricated plate has the two-way mechanical performance and the constraint form for the fixed ends of the four edges of the floor and can meet the long-span and heavy-duty requirements. In addition, the utility model belongs to the fully-prefabricated system and has the characteristics of less field operations, fast construction speed, good earthquake resistance and obvious energy-saving and environment-friendly effects.
Description
Affiliated technical field
The utility model relates to the building cover structure design and construction field that a kind of building is used, particularly full-prefabricated assembled concrete floor system field.
Background technology
At present, the assembly concrete floor system mainly contains assembled integral floor system and superposed type floor system, and promptly at precast plate upper berth steel mesh reinforcement, a kind of building cover structure of back pouring concrete all belongs to " wet type " floor system.Precast plate in the assembled integral superstructure mostly is precast prestressed flat board; Precast plate is common in the superposed type superstructure hollowcore slab, groove type plate and sandwich slab etc.The existence of pouring concrete behind " wet type " superstructure, the shortcoming that has kept cast-in-place concrete building roof, need a large amount of wet trade and field operation, need a certain amount of template and support, operation complexity, quality are difficult for guaranteeing, long construction period, season and weather are big to programming and quality influence, and many to resource consumption, and be big to ambient influnence.
In general precast assemble floor system, mainly contain two classes and connect, and the beam slab connection is connected with the plate plate.Connect for beam slab, generally adopt superposed beam, plate, a part of stirrup is exposed in back portion, and precast plate is laid steel mesh reinforcement with superposed beam overlap joint back at the plate face, fluid concrete and become an integral body on beam slab then, and logical major plate face need be done the plucking processing.Template and scaffold that this beam slab type of attachment is constructed and construction technology complexity, wet trade and field operation are more, need some, industrialization degree is lower, and the superimposed sheet base plate is generally thinner, prestressing technique is used insufficient, cause the superstructure deadweight bigger, corresponding geological process is bigger, thereby causes lateral resisting system sectional dimension to strengthen, strength and stiffness to the basis are had relatively high expectations, and structural cost is had adverse effect.Another kind of beam slab type of attachment is that plate is supported on top surface of the beam, and the floor termination is reserved with beard muscle or ring-type reinforcing bar, and vertical muscle, fluid concrete are then crossed in the configuration of overlap joint back mutually.This connection is less to the rotational restraint of floor, and the superstructure globality is not good, and destruction is comparatively serious under the geological process, and is difficult for repairing.The plate plate connects employing and is connected similar form with beam slab, has aforesaid drawbacks equally.Connect comparatively weak for hollowcore slab or the superimposed floor structure seam of sandwich slab, last layer is only helpful to early strength and rigidity that the plate seam connects, very general with the phenomenon that normal service load lower plate seam is connected cracking at temperature action, the strength and stiffness that cracking back plate seam connects quickly fall to very low level.
The utility model content
The technical problems to be solved in the utility model is at above-mentioned the deficiencies in the prior art, constructs rationally, connects the full-prefabricated assembled concrete floor system reliable, that structural performance is good, industrialization degree is high and provide a kind of.
For solving the problems of the technologies described above, the utility model adopts following technical scheme:
Comprise beam, precast plate, the rear and front end of precast plate respectively with the beam of the rear and front end that is positioned at precast plate overlap joint, described precast plate comprises side plate, common plate and middle plate, and a side of side plate and beam overlap joint, middle plate, the opposite side of common plate and side plate overlaps successively, it is characterized in that, described beam is for choosing the ear beam, middle plate, common plate and side plate are matched boards, and the both sides tongue and groove of middle plate is down tongue and groove, the both sides tongue and groove of common plate is respectively tongue and groove and following tongue and groove, the opposite side of side plate is last tongue and groove, connects by plate-plate connector between the precast plate, is connected by beam-plate connector between precast plate and the beam;
Described plate-plate connector comprises the top metal cover plate, the bottom metal cover plate and be embedded in precast plate tongue and groove one end plate top respectively and plate at the bottom of the first plate top built-in metal plate and first plate at the bottom of the built-in metal plate, when the first plate top built-in metal plate on the precast plate of top metal cover plate in the precast plate that is located at mutual overlap joint is fixedly connected, also the first plate top built-in metal plate on another piece precast plate in the precast plate that is located at mutual overlap joint is fixedly connected, when the built-in metal plate was fixedly connected at the bottom of first plate on the precast plate of bottom metal cover plate in the precast plate that is located at mutual overlap joint, also the built-in metal plate was fixedly connected at the bottom of first plate on another piece precast plate in the precast plate that is located at mutual overlap joint;
Described beam-plate connector comprises metal cover board, be embedded in the back built-in metal plate of back, be embedded in beam choose choosing ear end face built-in metal plate and being embedded in respectively and built-in metal plate at the bottom of the Ban Ding of precast plate one end of beam overlap joint and the second plate top built-in metal plate at the bottom of the plate and second plate of ear end face, metal cover board is fixedlyed connected with the back built-in metal plate and the second plate top built-in metal plate respectively, and the described ear end face built-in metal plate of choosing is fixedlyed connected with built-in metal plate at the bottom of second plate.
Compared with prior art, the utlity model has following characteristics:
1) the utility model full-prefabricated assembled concrete floor system has structure rationally, stressed clear and definite characteristics.(1) adopts and to choose the ear beam and make the flooring height identical, make that superstructure does not take the structure floor height, under identical building general height and floor height, can obtain more floor, remarkable in economical benefits with plate face height; The beam slab connection that is configured to of choosing the ear beam simultaneously provides platform preferably, can realize easily that fixed end connects; Choose the ear beam and can be floor one natural hoop is provided, the existence of hoop effect can effectively improve rigidity and overall performance in the face of superstructure.(2) adopt matched boards and matching board-plate connector make superstructure can transmit on the plane in the plane outside internal force, and power transmission is clear and definite.Be under the vertical uniform load q, load is reached by beam-plate connector by the plate end in suitable plate direction and chooses the ear beam, reaches in the bearing system by choosing the ear beam again; Load reaches side plate in the transverse slat direction by matched boards and plate-plate connector, is reached by connector by side plate and chooses the ear beam, reaches in the bearing system by choosing the ear beam at last.Under geological process, the seismic shear of superstructure is reached by plate-plate connector and beam slab connector and chooses the ear beam, reaches in the lateral resisting system by choosing the ear beam again.
2) the utility model full-prefabricated assembled concrete floor system can realize heavy duty, modern times of striding greatly lid structural requirement.(1) adopts precast plate to adopt matched boards, make adjacent floor support mutually, and transmit the vertical shear under superstructure deadweight and the service load effect.Precast floor slab is a pre-stress floor, and prestressed precompressed effect meeting makes floor produce antiarch at the bottom of the plate, and because of reasons such as loss of prestress difference and making errors, the antiarch size of each piece precast plate is not quite similar.Each standard width of a room in an old-style house of superstructure is made up of the precast plate of some, and the difference of each piece floor antiarch can cause the out-of-flatness of floor, and the utility model is constructed the planeness that can effectively eliminate floor antiarch difference and improve superstructure.(2) adopt plate-plate connector, make the plate seam connect and to transmit transverse slat to stress, realized having the performance of bidirectional stress by the superstructure that unidirectional pre-stress floor is formed, making is subjected to force mode more reasonable, thereby improved the bearing capacity of superstructure, to the transmission of stress the superstructure mid-span deflection has obviously been reduced because of transverse slat simultaneously.This structure to stride greatly, heavily loaded modern plate floor has crucial meaning.(3) employing is chosen the ear beam and is cooperated beam-plate connector, can make the plate seam connect transmission plate end hogging moment, becomes plate end freely-supported and is constrained to the fixed end constraint, can effectively improve the bearing capacity of superstructure.(4) the previous constructions form can effectively improve the globality and the rigidity of superstructure, thereby alleviates the dither effect of superstructure under the dynamic load effect, has improved human comfort.
3) stress performance is good in this full-prefabricated assembled concrete floor system plane.Adopt plate-plate connector that contiguous prefabricated plate is linked into an integrated entity, can transmit shearing in the face of floor under wind load and geological process, increased rigidity and globality in the plane of superstructure, reduced the distortion of superstructure under horizontal loading.Can guarantee that superstructure is in the elastic working stage under geological process, avoid structural system design load bang path to change because of the destruction of superstructure, evaded the generation of the failure mode beyond the design object, as prefabricated superstructure common in the violent earthquake repeatedly because of rigidity in the face and the relatively poor failure mode that causes the internal strain of superstructure face to surpass the bearing length of floor of globality.
4) this full-prefabricated assembled concrete floor system can realize that structure manufacture all finishes in factory, installation process is " dry type " operation all, eliminated " wet trade ", reduced field operation, greatly reduced use amount, the working environment of improvement has been arranged, reduce working strength template, support and scaffold, improve component quality, advantage such as increase work efficiency also cuts down the consumption of energy simultaneously, alleviates social benefits such as the pollution of environment and influences.
Description of drawings
Fig. 1 is a floor map of the present utility model.
Fig. 2 is the A-A cross-sectional view of Fig. 1.
Fig. 3 is the B-B cross-sectional view of Fig. 1.
Fig. 4 is precast plate (side plate, trade edition, a middle plate) structure cross sectional representation.
Fig. 5 is that beam-plate connects (central sill) constructional detail.
Fig. 6 is that beam-plate connects (side bar) constructional detail.
Fig. 7 is plate-plate joint construction detail drawing.
The specific embodiment
[1. complete 1]
1. Totally-prefabricated assembling type reinforced concrete floor system comprises beam 1, precast plate 2, the rear and front end of precast plate 2 respectively with the beam of the rear and front end that is positioned at precast plate 2 overlap joint, described precast plate 2 comprises side plate 21, common plate 22 and middle plate 23, and a side of side plate 21 and beam overlap joint, middle plate 23, the opposite side of common plate 22 and side plate 21 overlaps successively, it is characterized in that, described beam 1 is for choosing the ear beam, middle plate 23, common plate 22 and side plate 21 are matched boards, and, the both sides tongue and groove of middle plate 23 is down tongue and groove, the both sides tongue and groove of common plate 22 is respectively tongue and groove and following tongue and groove, the opposite side of side plate 21 is last tongue and groove, connects by plate-plate connector 4 between the precast plate, is connected by beam-plate connector 3 between precast plate 2 and the beam 1;
Described plate-plate connector 4 comprises top metal cover plate 42, bottom metal cover plate 44 and be embedded in precast plate 2 tongue and grooves one end plate top respectively and plate at the bottom of the first plate top built-in metal plate 41 and first plate at the bottom of built-in metal plate 43, when the first plate top built-in metal plate on the precast plate of top metal cover plate 42 in the precast plate 2 that is located at mutual overlap joint is fixedly connected, also the first plate top built-in metal plate on another piece precast plate in the precast plate 2 that is located at mutual overlap joint is fixedly connected, when the built-in metal plate was fixedly connected at the bottom of first plate on the precast plate of bottom metal cover plate 44 in the precast plate 2 that is located at mutual overlap joint, also the built-in metal plate was fixedly connected at the bottom of first plate on another piece precast plate in the precast plate 2 that is located at mutual overlap joint;
Described beam-plate connector 3 comprises metal cover board 32, be embedded in the back built-in metal plate 33 of back, be embedded in beam choose choosing ear end face built-in metal plate 35 and being embedded in respectively and built-in metal plate 34 at the bottom of the Ban Ding of precast plate 2 one ends of beam overlap joint and the second plate top built-in metal plate 31 at the bottom of the plate and second plate of ear end face, metal cover board 32 is fixedlyed connected with the back built-in metal plate 33 and the second plate top built-in metal plate 31 respectively, and the described ear end face built-in metal plate 35 of choosing is fixedlyed connected with built-in metal plate 34 at the bottom of second plate.
With reference to the accompanying drawings, embodiment of the present utility model being done one describes in detail:
As shown in Figure 1, Figure 2, Figure 3 and Figure 4, fixedly connected by beam-plate connector 3 after described precast plate 2 is installed on the precast beam 1, it is fixedly connected to pass through plate-plate connector 4 after described each piece precast plate 2 overlaps mutually.Beam 1 for choose the ear beam can be divided into end bay beam 11 and in stride beam 12, describedly choose ear beam 1 to choose on the ear face square beam segment length identical with precast plate 2 thickness; Precast plate 2 is a matched boards, tongue and groove hypotenuse and horizontal plane angle angle should can be divided into side plate 21, common plate 22 and middle plate 23 between 30 ° to 45 °, should lay to the centre from both sides when described precast plate 2 is installed, promptly lay side plate 21 earlier, re-lay plate 23 in trade edition 22 last the layings.
As shown in Figure 5 and Figure 6, the second plate top built-in metal plate 31 welds with the top rebars 5 in the precast plate 2 in described beam-plate connector 3, back built-in metal plate 33 and precast beam 1 inner reinforcing bar 6 welding.Precast beam 1 top built-in metal plate 33 welds by metal cover board 32 with the second plate top built-in metal plate 31 on precast plate 2 tops, and built-in metal plate 34 is fixedlyed connected precast plate 2 with ear end face built-in metal plate 35 welding of choosing of precast beam 1 at the bottom of second plate at 2 ends of precast plate with precast beam 1.
Equally, as shown in Figure 7, the first plate top built-in metal plate 41 in described plate-plate connector 4 at the bottom of the plate welds with the top rebars 7 in the precast plate 2, base portion reinforcing bar 8 welding at the bottom of first plate at the bottom of the plate in built-in metal plate 43 and the precast plate 2.The first plate top built-in metal plate 41 is by 42 welding of top metal cover plate behind adjacent two precast plate 2 installation in position, at the bottom of first plate built-in metal plate 43 by 44 welding of bottom metal cover plate, contiguous prefabricated plate 2 is fixedly connected.
Construction stage, precast plate 2 deadweights and working load are delivered to beam 1 by choosing ear 9, and then are delivered in the post.Operational phase, along precast plate 2 directions, deadweight and service load are delivered to by precast plate 2 and choose ear 9 and back built-in metal plate 33 and then be delivered to beam 1; In horizontal precast plate 2 directions, deadweight is delivered to precast beam by the centre to both sides by built-in metal plate 43 at the bottom of tongue and groove, the first plate top built-in metal plate 41 and first plate with service load and chooses ear 9 under plate bottom metal cover plate 44 is connected, then by choosing ear 9 and back built-in metal plate 33 is delivered to beam 1.Under the geological process, along horizontal precast plate 2 direction floor seismic shears plate top metal cover plate 42 with under plate bottom metal cover plate 44 is connected by the first plate top built-in metal plate 41 and first plate at the bottom of built-in metal plate 43 be delivered to back built-in metal plate 33 and choose ear end face built-in metal plate 35, and then be delivered to beam 1, be delivered to the lateral resisting system by beam 1 then; Along suitable precast plate direction, the floor seismic shear is under built-in metal plate 34 at the bottom of the metal cover board 32 and second plate and the connection of choosing 35 weld seams of ear end face built-in metal plate, by back built-in metal plate 33 with choose ear end face built-in metal plate 35 and be delivered to beam 1, be delivered to the lateral resisting system by beam 1 then.
The utility model Totally-prefabricated assembling type reinforced concrete floor realized between beam-plate by complete " dry type " beam-plate connector and plate-plate connector and plate-plate between transmit in the plane with the plane outside internal force, and can be widely used in the various forms of civilian construction.During concrete the installation, to the first hoisted in position side plate in centre, lift common plate by both sides again, plate in the lifting is fixedlyed connected with plate-plate connector with beam-plate connector then at last.
Adopt precast prestressed reinforced concrete hollow slab in the above-mentioned accompanying drawing legend, also can adopt the precast concrete flat board of precast prestressed reinforced concrete sandwich plate and other form.
Claims (1)
1. Totally-prefabricated assembling type reinforced concrete floor system that uses at building species, comprise beam (1), precast plate (2), the rear and front end of precast plate (2) respectively with the beam of the rear and front end that is positioned at precast plate (2) overlap joint, described precast plate (2) comprises side plate (21), common plate (22) and middle plate (23), and a side of side plate (21) and beam overlap joint, middle plate (23), the opposite side of common plate (22) and side plate (21) overlaps successively, it is characterized in that, described beam (1) is for choosing the ear beam, middle plate (23), common plate (22) and side plate (21) are matched boards, and, the both sides tongue and groove of middle plate (23) is down tongue and groove, the both sides tongue and groove of common plate (22) is respectively tongue and groove and following tongue and groove, the opposite side of side plate (21) is last tongue and groove, connect by plate-plate connector (4) between the precast plate, be connected by beam-plate connector (3) between precast plate (2) and the beam (1);
Described plate-plate connector (4) comprises top metal cover plate (42), bottom metal cover plate (44) and be embedded in precast plate (2) tongue and groove one end plate top respectively and plate at the bottom of the first plate top built-in metal plate (41) and first plate at the bottom of built-in metal plate (43), when the first plate top built-in metal plate on the precast plate of top metal cover plate (42) in the precast plate that is located at mutual overlap joint (2) is fixedly connected, also the first plate top built-in metal plate on another piece precast plate in the precast plate that is located at mutual overlap joint (2) is fixedly connected, when the built-in metal plate was fixedly connected at the bottom of first plate on the precast plate of bottom metal cover plate (44) in the precast plate that is located at mutual overlap joint (2), also the built-in metal plate was fixedly connected at the bottom of first plate on another piece precast plate in the precast plate that is located at mutual overlap joint (2);
Described beam-plate connector (3) comprises metal cover board (32), be embedded in the back built-in metal plate (33) of back, what be embedded in beam chooses choosing ear end face built-in metal plate (35) and being embedded in respectively and built-in metal plate (34) at the bottom of the Ban Ding of precast plate (2) one ends of beam overlap joint and the second plate top built-in metal plate (31) at the bottom of the plate and second plate of ear end face, metal cover board (32) is fixedlyed connected with the back built-in metal plate (33) and the second plate top built-in metal plate (31) respectively, and the described ear end face built-in metal plate (35) of choosing is fixedlyed connected with built-in metal plate (34) at the bottom of second plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202834892U CN201581528U (en) | 2009-12-18 | 2009-12-18 | Fully-prefabricated assembled concrete floor system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202834892U CN201581528U (en) | 2009-12-18 | 2009-12-18 | Fully-prefabricated assembled concrete floor system |
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| CN201581528U true CN201581528U (en) | 2010-09-15 |
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| CN2009202834892U Expired - Lifetime CN201581528U (en) | 2009-12-18 | 2009-12-18 | Fully-prefabricated assembled concrete floor system |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101761160B (en) * | 2009-12-18 | 2011-06-22 | 东南大学 | Totally-prefabricated assembling type reinforced concrete floor system |
| CN105275091A (en) * | 2015-09-17 | 2016-01-27 | 中民筑友有限公司 | Prefabricated slab and prefabricated beam connection node and construction method thereof |
| CN106013564A (en) * | 2014-12-23 | 2016-10-12 | 中国建筑第八工程局有限公司 | Splicing method of 3D printed hollow truss floor slab |
| CN113482212A (en) * | 2021-06-21 | 2021-10-08 | 五冶集团上海有限公司 | Construction method for improving structural slab surface flatness of prestressed precast beam |
-
2009
- 2009-12-18 CN CN2009202834892U patent/CN201581528U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101761160B (en) * | 2009-12-18 | 2011-06-22 | 东南大学 | Totally-prefabricated assembling type reinforced concrete floor system |
| CN106013564A (en) * | 2014-12-23 | 2016-10-12 | 中国建筑第八工程局有限公司 | Splicing method of 3D printed hollow truss floor slab |
| CN106013564B (en) * | 2014-12-23 | 2018-05-08 | 中国建筑第八工程局有限公司 | The joining method of 3D printing truss cassette ceiling |
| CN105275091A (en) * | 2015-09-17 | 2016-01-27 | 中民筑友有限公司 | Prefabricated slab and prefabricated beam connection node and construction method thereof |
| CN113482212A (en) * | 2021-06-21 | 2021-10-08 | 五冶集团上海有限公司 | Construction method for improving structural slab surface flatness of prestressed precast beam |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20100915 Effective date of abandoning: 20091218 |