CN108316530A - The assembled steel reinforced concrete composite floor and installation method connected using self-locking - Google Patents
The assembled steel reinforced concrete composite floor and installation method connected using self-locking Download PDFInfo
- Publication number
- CN108316530A CN108316530A CN201810025383.6A CN201810025383A CN108316530A CN 108316530 A CN108316530 A CN 108316530A CN 201810025383 A CN201810025383 A CN 201810025383A CN 108316530 A CN108316530 A CN 108316530A
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- reinforced concrete
- floor
- self
- longitudinal
- steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 69
- 239000010959 steel Substances 0.000 title claims abstract description 69
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 59
- 239000002131 composite material Substances 0.000 title claims abstract description 21
- 238000009434 installation Methods 0.000 title claims abstract description 14
- 239000000463 material Substances 0.000 claims abstract description 43
- 239000004567 concrete Substances 0.000 claims abstract description 20
- 239000000945 filler Substances 0.000 claims abstract description 18
- 239000011372 high-strength concrete Substances 0.000 claims abstract description 17
- 239000011440 grout Substances 0.000 claims description 14
- 239000003822 epoxy resin Substances 0.000 claims description 4
- 229920000647 polyepoxide Polymers 0.000 claims description 4
- 239000002002 slurry Substances 0.000 claims description 4
- 230000037396 body weight Effects 0.000 claims description 3
- 238000007906 compression Methods 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 3
- 238000003032 molecular docking Methods 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 8
- 238000005260 corrosion Methods 0.000 abstract description 4
- 238000005336 cracking Methods 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005755 formation reaction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
Abstract
The present invention relates to a kind of assembled steel reinforced concrete composite floors and installation method connected using self-locking, the floor includes frame foundation, H profile steel beam and prefabricated reinforced concrete panel, H profile steel beam is made of transverse beam and longitudinal beam, the top flange plate of longitudinal beam is connected with floor, the conduit to match with floor on prefabricated reinforced concrete panel is filled with ungauged regions self-compacting high-strength concrete filler material between the bottom surface of prefabricated reinforced concrete panel, the top flange plate of longitudinal beam and conduit；This method installation frame basis and H profile steel beam first, and lay floor above H profile steel beam, then in the top flange plate edge sticking rubber envelope material of longitudinal beam, and so that floor is just caught in conduit by hoisting prefabricated reinforced concrete slab, ungauged regions self-compacting high-strength concrete filler material is finally subjected to pressure grouting by stock inlet.Not only bonding strength is high by the present invention, and it is high to assemble construction efficiency, and the problems such as can efficiently solve connector corrosion and concrete cracking.
Description
Technical field
The present invention relates to a kind of assembled steel reinforced concrete composite floors and installation method connected using self-locking, belong to assembled and build
Build technical field.
Background technology
In building field, with the continuous improvement that people require energy conservation and environmental protection, steel-concrete combined structure is with its section
Area is small, own wt is light, span ability is big, the advantages that having a wide range of application, and occupies in prefabricated construction increasingly heavier
The status wanted.The call for the novel Urbanization Construction taking human as core that response country puts into effect, by prefabrication industry
A new stage is pushed in change to.
Prefabricated assembled Composite Slab with Metal Deck is a kind of novel composite structure form, quick using prefabricated components
It is assembled, and then forms overall structure, on the one hand can effectively reduced consumptive material, economize on resources, be conducive to environmental protection, another party
Face can give full play to material property, improve structure performance.Meet China building trade Green Development, sustainable development
Strategic objective.
Connection generally use weld stud, welding shaped steel between traditional steel and concrete, riveting peg, assembly peg
Etc. connection types, wherein in the majority with weld stud.However, its working procedure is complicated, material materials are more, and building cycle is long, and apply
Working medium amount is not easy to control.Many engineering practices show that concrete cracking, the shearing of faying face can be caused using above-mentioned connection type
The problems such as corrosion of connector.For this purpose, urgent need development one kind is conducive to, steel reinforced concrete composite floor efficiently assembles, faying face is easy to combine
Novel interconnection technique, in order to overcome, traditional concrete floor is low with shaped steel efficiency of assembling, the untight difficulty of connecting structure
Topic.
Invention content
The invention solves technical problems to be：The shortcomings that overcoming the prior art, provides that a kind of efficiency of assembling is high, connecting structure
Closely match formula steel reinforced concrete composite floor and installation method, the faying face that can efficiently solve traditional concrete floor and shaped steel connects
The problems such as fitting corrosion and concrete cracking.
In order to solve the above-mentioned technical problem, one of technical solution proposed by the present invention is：A kind of dress connected using self-locking
With formula steel reinforced concrete composite floor, include the frame foundation formed by multiple hollow steel pipe columns, be fixed in frame foundation be horizontally disposed with
H profile steel beam and the polylith that is arranged on H profile steel beam prefabricated reinforced concrete panel side by side, the H profile steel beam is by more
Transverse beam and longitudinal beam are constituted, and every piece of prefabricated reinforced concrete panel is across on adjacent longitudinal beam；The longitudinal beam
The top surface of top flange plate is connected with the floor that the length direction of beam along longitudinal direction extends, and the prefabricated reinforced concrete panel is equipped with
Conduit that is downwardly open and matching with the floor is equipped with rubber and seals between the prefabricated reinforced concrete panel and longitudinal beam
Material, the bottom surface of the prefabricated reinforced concrete panel, rubber envelope are expected, formation grouting is logical between the top flange plate and conduit of longitudinal beam
Road, is filled with ungauged regions self-compacting high-strength concrete filler material in the grouting channel, on the prefabricated reinforced concrete panel
Equipped with the stock inlet and grout outlet being connected to grouting channel.
Preferably, the conduit is in inverted trapezoidal, and concrete is filled in the hollow steel tubing string.
The improvement of one of above-mentioned technical proposal is：Between the prefabricated reinforced concrete panel, longitudinal beam and rubber envelope material
It is to be glued.
Being further improved for one of above-mentioned technical proposal be：The floor is equipped with decorative pattern, and the floor is equipped with several
Through-hole.
The further improvement of one of above-mentioned technical proposal is：Two pieces of adjacent prefabricated reinforced concrete panels are respectively equipped with
It is directed towards and cooperate key teeth and keyway, is glued each other at the docking of the key teeth and keyway.
In order to solve the above-mentioned technical problem, technical solution proposed by the present invention second is that：A kind of assembled steel reinforced concrete combination building
The installation method of plate, includes the following steps：
1）Hollow steel pipe column is installed and forms frame foundation, fixed H profile steel beam, the cloth above H profile steel beam are installed in frame foundation
If floor；
2）Flexible strip rubber envelope material is bonded at the top flange plate edge of longitudinal beam；
3）The steel frame formed using hollow steel tubing string and H profile steel beam as platform, by lift installation with conduit and stock inlet,
The prefabricated reinforced concrete panel of grout outlet, makes floor just be caught in conduit；Certainly using prefabricated reinforced concrete panel simultaneously
The compression completely of rubber envelope material is ensured the leakproofness of grouting channel by body weight；
4）Ungauged regions self-compacting high-strength concrete filler material is subjected to pressure grouting by stock inlet, until each grout outlet flows out
Stop grouting after continuous slurries, and rubber stopper closure is carried out to its grout outlet.
Being further improved for the two of above-mentioned technical proposal be：Adjacent two pieces of prefabricated reinforced concrete panels pass through preset key
Tooth and keyway are attached, and are glued by epoxy resin in junction.
The advantageous effect that the present invention is brought is：
（1）The present invention mixes composite structure using H profile steel-and has given full play to steel construction and concrete respectively excellent performance, is reducing
While depth of beam, the span of beam can be increased, thus conducive to the improvement interior space.
（2）The present invention uses assembled steel-concrete combined structure, and materials'use amount is few, and architecture quality lightens, and foundation cost becomes
It is low, environmental protection more more energy efficient than traditional structure.
（3）The present invention using self-locking connection type, H profile steel beam and prefabricated reinforced concrete panel by floor and conduit into
Row connection, and ungauged regions self-compacting high-strength concrete filler material is filled in the grouting channel formed between floor and conduit,
Ungauged regions self-compacting high-strength concrete filler material forms an entirety in grouting channel, compared with prior art girder steel and pre-manufactured steel
Reinforced concrete panel is only compared by peg connection, not only the faying face of ungauged regions self-compacting high-strength concrete filler material and floor
Area it is big, to improve bonding strength height, and it is high to assemble construction efficiency.In addition, floor is located in grouting channel, pre-
Under the complete encirclement of armored concrete panel processed, therefore faying face connector in the prior art can be efficiently solved（Peg）Corrosion
And be difficult to quality control the problem of such as concrete cracking.
（4）Compared with traditional fabricated construction, in addition the present invention need not set up temporary support, can further improve
Construction efficiency is assembled, construction quality is improved.
Description of the drawings
Fig. 1 is the structural schematic diagram of the embodiment of the present invention one.
Fig. 2 is the structural schematic diagram of grouting channel in the embodiment of the present invention.
Fig. 3 is the connection diagram between adjacent two pieces of prefabricated reinforced concrete panels in the embodiment of the present invention.
Fig. 4 is the scheme of installation of rubber envelope material in the embodiment of the present invention.
Reference numeral：1 is hollow steel tubing string, and 2 be concrete, and 3 be longitudinal beam, and 4 be floor, and 5 be prefabricated reinforced concrete
Panel, 6 be inverted trapezoidal conduit, and 7 be rubber envelope material, and 8 be ungauged regions self-compacting high-strength concrete filler material, and 9 be grouting channel, 11
It is keyway for key teeth, 12,3a is transverse beam, and 3b is the top flange plate of longitudinal beam.
Specific implementation mode
The invention will be further described below in conjunction with the accompanying drawings, and the attached drawing of the present embodiment is used for providing to of the invention into one
Step understands, constitutes part of this application.
Embodiment one
The present embodiment is a kind of assembled steel reinforced concrete composite floor connected using self-locking, as Figure 1-Figure 4, including by multiple skies
Heart steel pipe column 1 formed frame foundation, be fixed in frame foundation and horizontally disposed H profile steel beam and be arranged in H profile steel beam
On polylith prefabricated reinforced concrete panel 5 side by side, be filled with concrete 2 in hollow steel tubing string 1.H profile steel beam is by more cross
It is constituted to beam 3a and longitudinal beam 3, every piece of prefabricated reinforced concrete panel 5 is across on adjacent longitudinal beam 3.This example is to steel pipe
The shape of column does not limit, and according to actual needs, the cross sectional shape of hollow steel tubing string 1 can be rectangular or polygon etc.；H
Section steel beam can be fixed on by welding or tapping screw in frame foundation.
The top surface of the top flange plate 3b of longitudinal beam is connected with the floor 4 that the length direction of beam 3 along longitudinal direction extends, precast reinforced
Concrete slab 5 is equipped with conduit 6 that is downwardly open and matching with floor 4, prefabricated reinforced concrete panel 5 and longitudinal beam 3
Between be equipped with rubber envelope material 7, the bottom surface of prefabricated reinforced concrete panel 5, rubber envelope material 7, longitudinal beam top flange plate 3b and slot
Grouting channel 9 is formed between road 6, and ungauged regions self-compacting high-strength concrete filler material 8 is filled in grouting channel 9, it is precast reinforced
Concrete slab 5 is equipped with the stock inlet and grout outlet being connected to grouting channel 9（It is not shown in figure）, on stock inlet and grout outlet
Equipped with rubber stopper.Stock inlet is arranged in the interlude of grouting channel 9（Or the initial segment or minor details section）, remaining is grout outlet, is led to
It crosses stock inlet and carries out high pressure pouring ungauged regions self-compacting high-strength concrete filling filler material 8（Slurry）, self-locking connection is formed with this.
Preferably, also it is to be glued between longitudinal beam 3 and rubber envelope material 7, the bottom of prefabricated reinforced concrete panel 5 is put in rubber
On glue envelope material 7, and by the dead weight compressing rubber of prefabricated reinforced concrete panel 5 envelope material 7, to ensure leakproofness.Certainly, prefabricated
It can also use to be glued between armored concrete panel 5 and rubber envelope material 7 and further be reinforced.
The present embodiment is in order to improve the stability of contiguous prefabricated 5 intersection of armored concrete panel, in adjacent pre-manufactured steel
Key teeth 11 and keyway 12 are respectively set on the interface of reinforced concrete panel 5, key teeth 11 and keyway 12 are docked, and right
The place of connecing is glued with epoxy resin, to ensure the stability between prefabricated reinforced concrete panel 5 at docking.
Above-mentioned technical proposal can also make following improve：
1）Floor 4 is equipped with decorative pattern.When being filled with ungauged regions self-compacting high-strength concrete filler material 8 in grouting channel 9, decorative pattern
The bonding strength of floor 4 and ungauged regions self-compacting high-strength concrete filler material 8 can be increased.
2）Floor 4 is equipped with several through-holes.In this way, when being filled with ungauged regions self-compacting high-strength concrete in grouting channel 9
When filler material 8, ungauged regions self-compacting high-strength concrete filler material 8 forms entirety across through-hole, therefore can further increase rib
The bonding strength of plate 4 and ungauged regions self-compacting high-strength concrete filler material 8.
3）Conduit 6 is in inverted trapezoidal.
Embodiment two
The present embodiment is the installation method of assembled steel reinforced concrete composite floor in embodiment one, is included the following steps：
1）Hollow steel pipe column is installed and forms frame foundation, fixed H profile steel beam, the cloth above H profile steel beam are installed in frame foundation
If floor；
2）Flexible strip rubber envelope material is bonded at the top flange plate edge of longitudinal beam；
3）The steel frame formed using hollow steel tubing string and H profile steel beam as platform, by lift installation with conduit and stock inlet,
The prefabricated reinforced concrete panel of grout outlet, makes floor just be caught in conduit；Certainly using prefabricated reinforced concrete panel simultaneously
The compression completely of rubber envelope material is ensured the leakproofness of grouting channel by body weight；
4）Ungauged regions self-compacting high-strength concrete filler material is subjected to pressure grouting by stock inlet, until each grout outlet flows out
Stop grouting after continuous slurries, and rubber stopper closure is carried out to its grout outlet.
Preferably, adjacent two pieces of prefabricated reinforced concrete panels are attached by preset key teeth and keyway, and even
It is glued by epoxy resin at the place of connecing.
The present invention is not limited to the above embodiment the specific technical solution, and in addition to the implementation, the present invention may be used also
To there is other embodiment.For those skilled in the art, all within the spirits and principles of the present invention, appoint made by
The technical solution of the formation such as what modification, equivalent replacement, improvement, should all be included in the protection scope of the present invention.
Claims (9)
1. a kind of assembled steel reinforced concrete composite floor connected using self-locking, it is characterised in that：Including by multiple hollow steel pipe cylindricalitys
At frame foundation, be fixed on horizontally disposed H profile steel beam in frame foundation and the polylith being arranged on H profile steel beam side by side
Prefabricated reinforced concrete panel, the H profile steel beam are made of more transverse beams and longitudinal beam, every piece of prefabricated reinforced concrete panel
Across on adjacent longitudinal beam；The length direction that the top surface of the top flange plate of the longitudinal beam is connected with beam along longitudinal direction extends
Floor, the prefabricated reinforced concrete panel is equipped with the downwardly open and conduit that matches with the floor, described prefabricated
Be equipped with rubber envelope material between armored concrete panel and longitudinal beam, the bottom surface of the prefabricated reinforced concrete panel, rubber envelope material,
Grouting channel is formed between the top flange plate and conduit of longitudinal beam, is mixed filled with ungauged regions self compacting high strength in the grouting channel
Solidifying soil filler material, the prefabricated reinforced concrete panel are equipped with the stock inlet and grout outlet being connected to grouting channel.
2. the assembled steel reinforced concrete composite floor according to claim 1 connected using self-locking, it is characterised in that：It is described prefabricated
It is to be glued between armored concrete panel, longitudinal beam and rubber envelope material.
3. the assembled steel reinforced concrete composite floor according to claim 1 connected using self-locking, it is characterised in that：The floor
It is equipped with decorative pattern.
4. the assembled steel reinforced concrete composite floor according to claim 1 connected using self-locking, it is characterised in that：The floor
It is equipped with several through-holes.
5. the assembled steel reinforced concrete composite floor according to claim 1 connected using self-locking, it is characterised in that：It is described hollow
Concrete is filled in steel pipe column.
6. the assembled steel reinforced concrete composite floor according to claim 1 connected using self-locking, it is characterised in that：The conduit
In inverted trapezoidal.
7. the assembled steel reinforced concrete composite floor according to claim 1 connected using self-locking, it is characterised in that：Adjacent two
Block prefabricated reinforced concrete panel is respectively equipped be directed towards and cooperate key teeth and keyway, the docking of the key teeth and keyway
Place is glued each other.
8. a kind of installation method of any one of them assembled steel reinforced concrete composite floor of claim 1-6, which is characterized in that packet
Include following steps：
1）Hollow steel pipe column is installed and forms frame foundation, fixed H profile steel beam, the cloth above H profile steel beam are installed in frame foundation
If floor；
2）Flexible strip rubber envelope material is bonded at the top flange plate edge of longitudinal beam；
3）The steel frame formed using hollow steel tubing string and H profile steel beam as platform, by lift installation with conduit and stock inlet,
The prefabricated reinforced concrete panel of grout outlet, makes floor just be caught in conduit；Certainly using prefabricated reinforced concrete panel simultaneously
The compression completely of rubber envelope material is ensured the leakproofness of grouting channel by body weight；
4）Ungauged regions self-compacting high-strength concrete filler material is subjected to pressure grouting by stock inlet, until each grout outlet flows out
Stop grouting after continuous slurries, and rubber stopper closure is carried out to its grout outlet and stock inlet.
9. the installation method of assembled steel reinforced concrete composite floor according to claim 1, it is characterised in that：Adjacent two pieces prefabricated
Armored concrete panel is attached by preset key teeth and keyway, and is glued by epoxy resin in junction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810025383.6A CN108316530A (en) | 2018-01-11 | 2018-01-11 | The assembled steel reinforced concrete composite floor and installation method connected using self-locking |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810025383.6A CN108316530A (en) | 2018-01-11 | 2018-01-11 | The assembled steel reinforced concrete composite floor and installation method connected using self-locking |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108316530A true CN108316530A (en) | 2018-07-24 |
Family
ID=62893881
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810025383.6A Pending CN108316530A (en) | 2018-01-11 | 2018-01-11 | The assembled steel reinforced concrete composite floor and installation method connected using self-locking |
Country Status (1)
| Country | Link |
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| CN (1) | CN108316530A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110528702A (en) * | 2019-09-10 | 2019-12-03 | 中铁隧道局集团有限公司 | A kind of construction method for steel reinforced concrete bondbeam thin layer epoxy construction glue sticking |
| CN113738003A (en) * | 2021-09-16 | 2021-12-03 | 福州大学 | Easy-to-disassemble and assemble stainless steel-wood-lightweight concrete combined beam-slab system and construction method |
| CN113738003B (en) * | 2021-09-16 | 2022-06-17 | 福州大学 | Easy-to-disassemble and assemble stainless steel-wood-lightweight concrete combined beam-slab system and construction method |
-
2018
- 2018-01-11 CN CN201810025383.6A patent/CN108316530A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110528702A (en) * | 2019-09-10 | 2019-12-03 | 中铁隧道局集团有限公司 | A kind of construction method for steel reinforced concrete bondbeam thin layer epoxy construction glue sticking |
| CN113738003A (en) * | 2021-09-16 | 2021-12-03 | 福州大学 | Easy-to-disassemble and assemble stainless steel-wood-lightweight concrete combined beam-slab system and construction method |
| CN113738003B (en) * | 2021-09-16 | 2022-06-17 | 福州大学 | Easy-to-disassemble and assemble stainless steel-wood-lightweight concrete combined beam-slab system and construction method |
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