CN209099601U - A kind of UHPC ultra-high performance concrete steel bar girder laminated floor slab - Google Patents
A kind of UHPC ultra-high performance concrete steel bar girder laminated floor slab Download PDFInfo
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- CN209099601U CN209099601U CN201821482042.3U CN201821482042U CN209099601U CN 209099601 U CN209099601 U CN 209099601U CN 201821482042 U CN201821482042 U CN 201821482042U CN 209099601 U CN209099601 U CN 209099601U
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Abstract
The utility model discloses a kind of UHPC ultra-high performance concrete steel bar girder laminated floor slabs, including UHPC precoated plate layer and steel bar girder, steel bar girder is provided on the UHPC precoated plate layer, the steel bar girder lower end is lower edge reinforcing bar, web member reinforcing bar is provided on the lower edge reinforcing bar, the reinforcing bar that winds up is provided on the web member reinforcing bar, the UHPC precoated plate layer is arranged with bottom steel bar stress, bottom steel bar stress lower end is arranged in parallel with reinforced mesh, overlapping layers is provided on the UHPC precoated plate layer, cast-in-place concrete layer is provided in the overlapping layers, the steel-bar arrangement that winds up has upper lateral to indulge muscle, the upper lateral indulges and is provided with Reinforcement on muscle.The utility model is a kind of UHPC ultra-high performance concrete steel bar girder laminated floor slab, the superelevation durability of UHPC material itself and the mechanical property of superelevation and its it is economical it is good, it is easy for construction and be not necessarily to temporary support, good integrity the advantages that, can effectively solve floor piece problem.
Description
Technical field
The utility model relates to concrete floor field, specially a kind of UHPC ultra-high performance concrete steel bar girder
Laminated floor slab.
Background technique
The advanced degree of main member of the floor as building structure, form and technology for the quality of engineering, cost,
Duration has a significant impact.Currently, floor mainly has cast-in-situ reinforced concrete slab, concrete prefabricated board, profiled sheet-coagulation local soil type
It is several to close floor and superimposed sheet etc..Wherein, it though in-situ reinforced concrete slab has the advantages that good integrity, need to carry out a large amount of
Complicated Site Template engineering, reinforced bar engineering and concrete works, so that it is slow to bring speed of application, long in time limit, cost of labor
The deficiencies of height, construction quality is difficult to control, it is difficult to realize industrialized production, while also be unfavorable for energy conservation and environmental protection.Concrete is pre-
The problems such as although making sheet speed of application is fast, floor overall stiffness is poor, and earthquake is serious, and there are antiseepages, anti-leakage, seriously limits
It is applied.Although Profiled Steel Sheet and Concrete Composite Floor floor overall stiffness is big, formwork supporting plate is not needed, cost is high, die mould steel
Plate need to do fire prevention processing, and bottom surface out-of-flatness need to often do furred ceiling processing.Existing superimposed sheet has the disadvantage in that preformed layer and folds
The superposed surfaces closed between layer need to carry out stringent processing, and the overall performance after overlapping is difficult to ensure；Live reinforcing bar binding is cumbersome, applies
Work speed is slow；Prefabricated panel transport, the lifting of superimposed sheet are inconvenient, easily damaged；The production of prestressed concrete laminated floor slab is multiple
It is miscellaneous, and antiarch makes board bottom out-of-flatness.
Utility model content
Purpose of the utility model is to solve problem described above, and a kind of UHPC very-high performance proposed is mixed
Solidifying soil steel bar girder laminated floor slab.
To achieve the above object, the utility model provides the following technical solutions: including UHPC precoated plate layer and steel bar girder,
Steel bar girder is provided on the UHPC precoated plate layer, the steel bar girder lower end is lower edge reinforcing bar, is set on the lower edge reinforcing bar
It is equipped with web member reinforcing bar, the reinforcing bar that winds up is provided on the web member reinforcing bar, the UHPC precoated plate layer is arranged with bottom stress steel
Muscle, bottom steel bar stress lower end is arranged in parallel with reinforced mesh, is provided with overlapping layers on the UHPC precoated plate layer, described
It is provided with cast-in-place concrete layer in overlapping layers, it is parallel on the reinforcing bar that winds up and be provided with upper lateral at same depth of section
Vertical muscle, the upper lateral indulge and are provided with the Reinforcement vertical with the reinforcing bar that winds up on muscle.
Preferred: the reinforced mesh is b4@50&50 model, increases netted density, increases toughness.
Preferred: the cast-in-place concrete layer and UHPC precoated plate layer wind up reinforcing bar, the casting of web member reinforcing bar integrally,
Preferred: the UHPC precoated plate layer thickness is only the half of normal concrete preformed layer thickness.
Preferred: the steel bar girder section is triangle, the wavy arrangement of web member reinforcing bar.
Preferred: 20X20 chamfered is done in top surface on side one side of something of the UHPC precoated plate layer, and 5X5 chamfering is done in lower surface
Processing.Lower bevel install at the scene it is in place after, with polymer crack resist at mortar jointing, levelling.Effectively preventing superimposed sheet plate is low
It cracks and practical and attractive.
Compared with prior art, the utility model has the beneficial effects that the utility model is that a kind of UHPC very-high performance is mixed
Coagulating soil steel bar girder laminated floor slab, the superelevation durability of UHPC material itself and the mechanical property of superelevation and its has economy
Property it is good, easy for construction and without temporary support, can be shortened the advantages that construction period, good integrity, can effectively solve floor piece
Problem is significant in building trade field.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model UHPC ultra-high performance concrete steel bar girder laminated floor slab.
Fig. 2 is the utility model 1-1 sectional view.
Fig. 3 is the utility model 2-2 sectional view.
In figure: 1-UHPC precoated plate layer, 2- steel bar girder, the bottom 3- steel bar stress, 4- reinforced mesh, 5- wind up reinforcing bar,
6- lower edge reinforcing bar, 7- web member reinforcing bar, 8- overlapping layers, 9- cast-in-place concrete layer, 10- upper lateral indulge muscle, 11- longitudinal stress steel
Muscle.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Referring to Fig. 1, the utility model provides a kind of technical solution: including UHPC precoated plate layer 1 and steel bar girder 2, institute
It states and is provided with steel bar girder 2 on UHPC precoated plate layer 1, supporting role, 2 lower end of steel bar girder is lower edge reinforcing bar 6, and support is solid
It is set for using, is provided with web member reinforcing bar 7 on the lower edge reinforcing bar 6, connection function is provided with the reinforcing bar that winds up on the web member reinforcing bar 7
5, connection function is supported, the UHPC precoated plate layer 1 is arranged with bottom steel bar stress 3, bears the effect of pressure.The bottom
3 lower end of steel bar stress is arranged in parallel with reinforced mesh 4, and overlapping layers 8, the overlapping layers 8 are provided on the UHPC precoated plate layer 1
Inside it is provided with cast-in-place concrete layer 9, it is parallel on the reinforcing bar 5 that winds up and be provided with upper lateral at same depth of section and indulge muscle
10, the upper lateral indulges and is provided with the Reinforcement 11 vertical with the reinforcing bar that winds up on muscle 10.The reinforced mesh 4 is
B4@50&50 model increases netted density, increases toughness.The cast-in-place concrete layer 9 and UHPC precoated plate layer 1 wind up reinforcing bar
5, web member reinforcing bar 7 is poured one, and 1 thickness of UHPC precoated plate layer is only the half of normal concrete preformed layer thickness.It is described
2 section of steel bar girder is triangle, the wavy arrangement of web member reinforcing bar 7.Top surface on side one side of something of the UHPC precoated plate layer 1
20X20 chamfered is done, 5X5 chamfered is done in lower surface.After lower bevel is installed in place at the scene, with polymer crack resist at mortar
It is jointing, levelling.The low cracking of effectively preventing superimposed sheet plate and practical and attractive.
The working principle of the utility model are as follows: the UHPC preformed layer 1 is made of 30 thick ultra-high performance concretes, is included
It is held on each steel bar girder lower edge reinforcing bar and is parallel to the stress bottom reinforcement bars of steel bar girder and be parallel to steel bar girder
The reinforced mesh of the b4@50&50 of stress bottom reinforcement bars lower part forms and is poured one, forms UHPC prefabricated panel layer；Overlapping
Layer for cast-in-place concrete layer on the UHPC preformed layer 1, and winds up parallel reinforced steel bar and same with steel bar girder
Upper lateral at depth of section indulges muscle and the Reinforcement composition vertical with the reinforcing bar that winds up, and with preformed layer steel bar girder
The reinforcing bar that winds up, web member reinforcing bar casting one.
It is obvious to a person skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and
And without departing substantially from the spirit or essential attributes of the utility model, it can realize that this is practical new in other specific forms
Type.Therefore, in all respects, the present embodiments are to be considered as illustrative and not restrictive, this is practical new
The range of type is indicated by the appended claims rather than the foregoing description, it is intended that containing for the equivalent requirements of the claims will be fallen in
All changes in justice and range are embraced therein.It should not treat any reference in the claims as limiting
Related claim.
Claims (6)
1. a kind of UHPC ultra-high performance concrete steel bar girder laminated floor slab, including UHPC precoated plate layer (1) and steel bar girder
(2), it is characterised in that: be provided with steel bar girder (2) on the UHPC precoated plate layer (1), under steel bar girder (2) lower end is
String reinforcing bar (6) is provided with web member reinforcing bar (7) on the lower edge reinforcing bar (6), is provided with the reinforcing bar that winds up on the web member reinforcing bar (7)
(5), the UHPC precoated plate layer (1) is arranged with bottom steel bar stress (3), and bottom steel bar stress (3) lower end is set in parallel
It is equipped with reinforced mesh (4), is provided with overlapping layers (8) on the UHPC precoated plate layer (1), is provided in the overlapping layers (8) existing
Pouring concrete layer (9), it is parallel on the reinforcing bar that winds up (5) and be provided with upper lateral at same depth of section and indulge muscle (10),
The upper lateral, which is indulged, is provided with the Reinforcement vertical with the reinforcing bar that winds up (11) on muscle (10).
2. a kind of UHPC ultra-high performance concrete steel bar girder laminated floor slab according to claim 1, it is characterised in that: institute
Stating reinforced mesh (4) is b4@50&50 model.
3. a kind of UHPC ultra-high performance concrete steel bar girder laminated floor slab according to claim 1, it is characterised in that: institute
It states cast-in-place concrete layer (9) and UHPC precoated plate layer (1) and winds up reinforcing bar (5), web member reinforcing bar (7) casting integrally.
4. a kind of UHPC ultra-high performance concrete steel bar girder laminated floor slab according to claim 1, it is characterised in that: institute
State the half that UHPC precoated plate layer (1) thickness is only normal concrete preformed layer thickness.
5. a kind of UHPC ultra-high performance concrete steel bar girder laminated floor slab according to claim 1, it is characterised in that: institute
Stating steel bar girder (2) section is triangle, web member reinforcing bar (7) wavy arrangement.
6. a kind of UHPC ultra-high performance concrete steel bar girder laminated floor slab according to claim 1, it is characterised in that: institute
It states top surface on side one side of something of UHPC precoated plate layer (1) and does 20X20 chamfered, 5X5 chamfered is done in lower surface, and lower bevel exists
After in-site installation is in place, with polymer crack resist at mortar jointing, levelling.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821482042.3U CN209099601U (en) | 2018-09-11 | 2018-09-11 | A kind of UHPC ultra-high performance concrete steel bar girder laminated floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821482042.3U CN209099601U (en) | 2018-09-11 | 2018-09-11 | A kind of UHPC ultra-high performance concrete steel bar girder laminated floor slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209099601U true CN209099601U (en) | 2019-07-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821482042.3U Active CN209099601U (en) | 2018-09-11 | 2018-09-11 | A kind of UHPC ultra-high performance concrete steel bar girder laminated floor slab |
Country Status (1)
| Country | Link |
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| CN (1) | CN209099601U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112575946A (en) * | 2020-12-23 | 2021-03-30 | 贺州学院 | Prefabricated coincide floor of assembled |
| CN113062215A (en) * | 2021-02-07 | 2021-07-02 | 浙江大学 | Steel-ultra-high toughness concrete combined bridge deck based on steel bar truss connection |
| CN114517563A (en) * | 2022-03-14 | 2022-05-20 | 易建网科技有限公司 | Novel truss structure |
| CN114875785A (en) * | 2022-04-13 | 2022-08-09 | 湖南省交通规划勘察设计院有限公司 | UHPC prefabricated bridge deck unit without temporary support, bridge deck and construction method thereof |
-
2018
- 2018-09-11 CN CN201821482042.3U patent/CN209099601U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112575946A (en) * | 2020-12-23 | 2021-03-30 | 贺州学院 | Prefabricated coincide floor of assembled |
| CN113062215A (en) * | 2021-02-07 | 2021-07-02 | 浙江大学 | Steel-ultra-high toughness concrete combined bridge deck based on steel bar truss connection |
| CN114517563A (en) * | 2022-03-14 | 2022-05-20 | 易建网科技有限公司 | Novel truss structure |
| CN114875785A (en) * | 2022-04-13 | 2022-08-09 | 湖南省交通规划勘察设计院有限公司 | UHPC prefabricated bridge deck unit without temporary support, bridge deck and construction method thereof |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20211229 Address after: 261061 No. 1, south project area, luojiazhaizi village, fang'an sub district office, Fangzi District, Weifang City, Shandong Province Patentee after: Shandong micro concrete new material technology Co.,Ltd. Address before: 1909, 19 / F, building a, building 1, courtyard 10, Xueqing Road, Haidian District, Beijing 100083 Patentee before: BEIJING ICCT TECHNOLOGY Co.,Ltd. |
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| TR01 | Transfer of patent right |