CN206722216U - A kind of prefabricated girder of laminated floor slab - Google Patents
A kind of prefabricated girder of laminated floor slab Download PDFInfo
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- CN206722216U CN206722216U CN201720585847.XU CN201720585847U CN206722216U CN 206722216 U CN206722216 U CN 206722216U CN 201720585847 U CN201720585847 U CN 201720585847U CN 206722216 U CN206722216 U CN 206722216U
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Abstract
It the utility model is related to a kind of prefabricated girder of laminated floor slab, the prefabricated girder is reinforced concrete structure, including the small beam body of concrete, small beam steel, small beam steel part are embedded in concrete girder body to form embedded bar；Small beam steel part is stretched out above the small beam body of concrete to form top reserved steel bar；Small beam steel part is stretched out to form both ends reserved steel bar from the small beam body both ends of concrete；Contain embedded bar in the concrete girder body below floor brick faying surface to floor brick faying surface is formed between the reserved steel bar of top respectively in two sides of the small beam body upper surface of concrete；Small beam steel is triangular truss structure, including three truss are responsible for, some web members of truss frame for connecting supervisor.The utility model reduces the erection of a large amount of support shutterings, bed die and vertical support bar during floor slab construction, improves working security；Avoid cast-in-place girder and voiding problem be present, small beam steel uniformity is good, and resistance to overturning is strong, and rigidity is good.
Description
Technical field
A kind of prefabricated girder of laminated floor slab is the utility model is related to, belongs to buildings in general constructing technology field.
Background technology
At present, it is known it is widely used industry with civil buildings floor construction, essentially cast-in-place solid reinforced concrete slab and
Two kinds of precast hollow slab, using the former building, the rate of utilization of strength of its sound isolating and heat insulating performance difference and reinforced concrete is low, using the latter
Building, its structural integrity difference is unfavorable for antidetonation, and handling workload is big.
With great attention of the building trade to energy-conserving and environment-protective, it is desirable to Development of Green Building, reduce building energy consumption conscientiously, go out
Show various hollow brick laminated floor slabs, the laminated floor slab used at present, be made up of porous brick and cast-in-situ floor, or first cast-in-place girder
Cast-in-situ floor again, work progress need the small beam steel of the artificial colligation in scene, and labor intensive work efficiency, colligation quality is uneven, colligation
The small beam steel of shaping is rigidly poor, is easily deformed；Each small beam steel is both needed to set up bed die support, then with vertical flitch branch
Support, timber consumption are big；During integral cast-in-situ, the mobility of concrete slurry is limited to, sky easily occurs in the end for forming girder shape
Gap or voids and pits, influence the load-bearing of floor；And the complicated construction technique of whole building floor, enforcement difficulty is big, long in time limit, needs
Substantial amounts of support shuttering, bed die and the support of vertical flitch are laid, safety hazards be present.
Utility model content
For the above-mentioned deficiency of prior art, the technical problems to be solved in the utility model is to provide a kind of laminated floor slab
Prefabricated girder, to avoid floor integral construction from laying a large amount of support shutterings, complex process, enforcement difficulty is big, and small beam steel shows
Time-consuming for the artificial colligation in field, and uniformity is poor, and rigidity is poor, and cast-in-place girder has the problem of space.
In order to solve the above technical problems, the utility model adopts the following technical scheme that：
A kind of prefabricated girder of laminated floor slab, the prefabricated girder are reinforced concrete structure, including the small beam body of concrete,
Small beam steel, the small beam steel part are embedded in the concrete girder body to form embedded bar, embedded bar and institute
State the overall structure that the small beam body of concrete is combined into armored concrete；The small beam steel part is from the small beam body of the concrete
Side is stretched out to form top reserved steel bar, and top reserved steel bar is used to connect the reinforced mesh in floor and connects cast-in-place coagulation
Soil；The small beam steel part is stretched out to form both ends reserved steel bar, both ends reserved steel bar from the small beam body both ends of the concrete
For being overlapped with crossbeam；Two sides of the small beam body upper surface of concrete form building respectively between the top reserved steel bar
Plate brick faying surface, contain the embedded bar in the concrete girder body below the floor brick faying surface.
Above-mentioned technical proposal is further improved, the small beam steel is triangular truss structure, including three are in isosceles triangle
The truss supervisor for be arrangeding in parallel and being arranged along concrete girder body length direction, some abdomens being connected to two-by-two between truss supervisor
Bar.
Further, the small beam body of the concrete is rectangular shape, and two truss supervisor of the small beam steel is pre-buried
In the concrete girder body, a truss supervisor is reserved in above the small beam body of the concrete, and the two of three truss supervisors
End exceeds the both ends of the small beam body of the concrete, is reserved in outer.
Further, some web members, which are welded and fixed, is connected between three truss supervisor.
In use, prefabricated girder is erected between crossbeam, supported by the vertical support bar for being supported on lower first floor face, nothing
Small beam bottom board need to be set up again；Floor brick is laid between adjacent prefabricated girder by prefabricated girder as support frame.
Compared with prior art, the utility model has the advantages that：
1st, this prefabricated girder compares the girder of cast-in-place construction, and bed die, prefabricated girder need not be set up during floor slab construction
Itself there is some strength and rigidity, a large amount of support shutterings, the frame of vertical support bar can be reduced as the support frame of floor brick
If while improve working security；
2nd, the small beam body of precast concrete, avoid cast-in-place process and the problem of space and voids and pits occur, it is ensured that floor
Load-bearing property；
3rd, small beam steel uses prefabricated triangle steel truss structure, compared to the structure of the artificial colligation in former scene, saves
On-site construction time, the uniformity of manufacture is good, and quality is substantially improved, and whole structural stability is strong, and rigidity is good, is unlikely to deform；
4th, the laminated floor slab construction technology constructed using this prefabricated girder is simplified, and exploitativeness is strong, shortens the duration.
Brief description of the drawings
Fig. 1-the utility model schematic cross-section；
Fig. 2-the utility model structure diagram；
Wherein, the small beam body of 1- concrete, the small beam steels of 2-, 3- truss supervisor, 4- web members, 5- floor brick faying surfaces.
Embodiment
Specific embodiment of the present utility model is described in further detail below in conjunction with the accompanying drawings.
Prefabricated girder of the present utility model is reinforced concrete structure, including the small beam body 1 of concrete, small beam steel 2.
Referring to Fig. 1, Fig. 2, the small beam steel 2 is triangular truss structure, including three be arranged in parallel in isosceles triangle and
Along the truss supervisor 3 of the small length direction of beam body 1 arrangement of concrete, some web members 4 being connected to two-by-two between truss supervisor；Lower end
Web member 4 between two truss supervisors 3 is set perpendicular to truss supervisor 3, and some rectangle frames are formed with two truss supervisors 3；Under
Web member 4 between end two truss supervisor 3 and the truss supervisor 3 of top is angularly disposed, any truss supervisor 3 in lower end with it is upper
Side a truss supervisor 3 and between web member 4 form some triangle frames or ladder-shaped frame.Web member 4, which is welded and fixed, to be connected to
Between truss supervisor 3.The small prefabricated integral triangular truss structure of beam steel 2, resistance to overturning are good.
Referring to Fig. 2, the small beam body 1 of concrete is rectangular shape, two truss of the small lower end of beam steel 2 supervisor 3 and
Between some web members 4 be embedded in the small beam body 1 of concrete to form embedded bar, embedded bar and the small beam body of the concrete
1 is combined into the overall structure of armored concrete；The truss supervisor 3 of the small top of beam steel 2 and a part for institute's connection web member 4
The small top of beam body 1 of concrete is reserved in form top reserved steel bar, top reserved steel bar is used to connect the bar-mat reinforcement in floor
Piece 7 and connection Cast-in-place concrete 8；Steel is reserved beyond the both ends of the small beam body 1 of concrete to form both ends in the both ends of three truss supervisors 3
Muscle, both ends reserved steel bar are used to overlap with crossbeam；Two sides of the small upper surface of beam body 1 of concrete are between the reserved steel bar of top points
Not Xing Cheng floor brick faying surface 5, contain small beam steel 2 respectively in the small beam body 1 of concrete of the lower section of floor brick faying surface 5 of both sides
A truss supervisor 3.
It is described as follows using the construction technology of laminated floor slab of the present utility model：
1）, girder it is prefabricated：
1.1）, two truss be responsible for 3 put on the ground, it is parallel it is relative put, some abdomens between two truss supervisors 3
Bar 4 is angularly disposed to be welded and fixed, two truss supervisor 3 and between web member 4 form some triangle frames or ladder-shaped frame；With three pieces
Rectangle plank is built into the structure that section is triangle, and the triangle is relative with the required triangular truss shape of small beam steel 2
Should；Weld two truss are responsible for into 3 to be placed on the one side of triangle yoke, one is placed in three in two truss supervisors 3
The base of angular yoke, another top margin for being placed in triangle yoke, the 3rd root truss is responsible for 3 and is placed on triangle yoke
The base position of opposite side, and top margin position truss supervisor 3 between some web members 4 it is angularly disposed be welded and fixed, two purlins
Frame supervisor 3 and between web member 4 form some triangle frames or ladder-shaped frame；Triangle yoke is removed, two of base position
Some web members 4 between truss supervisor 3 set and are welded and fixed perpendicular to truss supervisor 3, two truss supervisor 3 of base position
Web member 4 between and forms some rectangle frames, completes the prefabricated of the small beam steel 2 of triangular truss structure；
1.2）, look for Horizon, the small pattern of beam body 1 of concrete is fixed on Horizon；Small beam steel 2 is placed into the coagulation
In the small pattern of beam body 1 of soil, concrete slurry is poured, concrete slurry forms the small beam body 1 of the concrete in the small pattern of beam body 1 of the concrete,
After the small beam body 1 of concrete reaches some strength, it is stripped to form prefabricated girder, stacks stand-by；
2）, prefabricated girder is erected at crossbeam by being supported on the vertical support bar in lower first floor face between, vertical support
Bar supports the lower surface of the small beam body 1 of concrete；The both ends reserved steel bar of prefabricated girder stretches into the steel bar framework and satisfaction of crossbeam
The requirement of the lap of splice；
3）, with above-mentioned 2）The parallel prefabricated girder for setting up corresponding with floor requirement of mode, contiguous prefabricated girder it
Between spacing it is corresponding with the precast floor slab hollow brick that be placed on prefabricated girder；
4）, because prefabricated girder self-strength it is good, you can as support frame, placed between adjacent prefabricated girder prefabricated
Good floor hollow brick, the journal stirrup at floor hollow brick both ends are overlapped on the floor brick faying surface 5 of the small upper surface of beam body 1 of concrete
On, the lower surface of the lower surface beam body 1 small with concrete of floor hollow brick flushes；By precast floor slab hollow brick in whole floor
Completely laid between prefabricated girder；
5）, the reserved truss supervisor 3 in the top of the small beam body of concrete 1 higher than laying precast floor slab hollow bricks, will with it is whole
Reinforced mesh corresponding to floor is laid on above precast floor slab hollow brick, and the reinforced mesh top of beam body 1 small with concrete is reserved
Truss is responsible for 3 banding fixeds；
6）, pour concrete slurry, complete cast-in-place operation associated construction, crossbeam, laminated floor slab form overall structure.
The small pattern of beam body 1 of concrete includes bed die steel plate, and some side form steel plates, side form steel are arranged at intervals with bed die steel plate
Plate is oppositely arranged in parallel vertically, is welded and fixed with bed die steel plate.
It is last it should be noted that above-described embodiment of the present utility model is only to illustrate act that the utility model is made
Example, but the utility model is not limited to above-mentioned specific embodiment, above-mentioned specific embodiment is only illustrative, rather than limit
Property processed.Although the utility model is described in detail with reference to preferred embodiment by applicant, for the common of art
For technical staff, other various forms of changes and variation can also be made on the basis of the above description, here can not be right
All embodiments are exhaustive, it is every belong to obvious change that the technical solution of the utility model amplifies out or
Change the row still in the scope of protection of the utility model.
Claims (4)
1. a kind of prefabricated girder of laminated floor slab, the prefabricated girder is reinforced concrete structure, it is characterised in that：Including coagulation
The small beam body of soil, small beam steel, the small beam steel part is embedded in the concrete girder body to form embedded bar, pre-buried
Reinforcing bar is combined into the overall structure of armored concrete with the small beam body of the concrete；The small beam steel part is from the concrete
Stretched out above small beam body to form top reserved steel bar, the reinforced mesh and connection that top reserved steel bar is used to connect in floor are existing
Pouring concrete；The small beam steel part is stretched out from the small beam body both ends of the concrete to form both ends reserved steel bar, and both ends are pre-
Reinforcing bar is stayed to be used to overlap with crossbeam；Distinguish between the top reserved steel bar two sides of the small beam body upper surface of concrete
Floor brick faying surface is formed, contains the embedded bar in the concrete girder body below the floor brick faying surface.
A kind of 2. prefabricated girder of laminated floor slab according to claim 1, it is characterised in that：The small beam steel is triangle
Shape truss structure, including three the truss supervisors for be arrangeding in parallel in isosceles triangle and being arranged along concrete girder body length direction, two
Two are connected to some web members between truss supervisor.
A kind of 3. prefabricated girder of laminated floor slab according to claim 2, it is characterised in that：The small beam body of concrete is
Rectangular shape, two truss supervisor of the small beam steel are embedded in the concrete girder body, and a truss supervisor is pre-
Stay in above the small beam body of the concrete, the both ends of three truss supervisors exceed the both ends of the small beam body of the concrete, reserve
Outside.
A kind of 4. prefabricated girder of laminated floor slab according to claim 2, it is characterised in that：Some web member welding are solid
Surely it is connected between three truss supervisor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720585847.XU CN206722216U (en) | 2017-05-24 | 2017-05-24 | A kind of prefabricated girder of laminated floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720585847.XU CN206722216U (en) | 2017-05-24 | 2017-05-24 | A kind of prefabricated girder of laminated floor slab |
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| CN206722216U true CN206722216U (en) | 2017-12-08 |
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| CN201720585847.XU Active CN206722216U (en) | 2017-05-24 | 2017-05-24 | A kind of prefabricated girder of laminated floor slab |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107447902A (en) * | 2017-09-21 | 2017-12-08 | 中标建设集团股份有限公司 | A kind of prefabricated arch hollow block and its joist cast-in-situ monoblock type floor construction |
| CN109235636A (en) * | 2018-10-18 | 2019-01-18 | 刘家宇 | A kind of high-strength anti-seismic wall, integral cast-in-situ formula building and its engineering method |
| CN111794438A (en) * | 2020-07-10 | 2020-10-20 | 无锡市亨利富建设发展有限公司 | Weight-reducing reinforced composite beam |
-
2017
- 2017-05-24 CN CN201720585847.XU patent/CN206722216U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107447902A (en) * | 2017-09-21 | 2017-12-08 | 中标建设集团股份有限公司 | A kind of prefabricated arch hollow block and its joist cast-in-situ monoblock type floor construction |
| CN109235636A (en) * | 2018-10-18 | 2019-01-18 | 刘家宇 | A kind of high-strength anti-seismic wall, integral cast-in-situ formula building and its engineering method |
| CN111794438A (en) * | 2020-07-10 | 2020-10-20 | 无锡市亨利富建设发展有限公司 | Weight-reducing reinforced composite beam |
| CN111794438B (en) * | 2020-07-10 | 2021-03-23 | 无锡市亨利富建设发展有限公司 | Weight-reducing reinforced composite beam |
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