CN206053079U - A kind of Fabricated Beam-Slab integrated combination superstructure - Google Patents
A kind of Fabricated Beam-Slab integrated combination superstructure Download PDFInfo
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- CN206053079U CN206053079U CN201621009831.6U CN201621009831U CN206053079U CN 206053079 U CN206053079 U CN 206053079U CN 201621009831 U CN201621009831 U CN 201621009831U CN 206053079 U CN206053079 U CN 206053079U
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- integrated combination
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Abstract
This utility model belongs to floor construction design field, is related to a kind of Fabricated Beam-Slab integrated combination superstructure.The periphery arrangement of grooves section steel beam of composite floor system forms skeleton, the top surface laying reinforcing bar of skeleton casting concrete, and skeletal internal can arrange secondary beam to reduce the span of floor, and monolithic beam slab integrated combination superstructure completes in factory.When installing at the scene, the skeleton grooves section steel beam of superstructure connects the splicing realized between superstructure by high-strength bolt, and the gap between superstructure needs live fill concrete.The skeleton of the Fabricated Beam-Slab integrated combination superstructure is U-steel, splices floor easy, and efficiency of construction is improved；The i shaped cross section girder that double flute steel is formed after high-strength bolt splicing is connected with steel column, and power transmission is clear and definite, reliable；The live fill concrete in gap between superstructure, makes each several part superstructure be connected, enhances the globality of structure.
Description
Technical field
This utility model belongs to floor construction design field, is related to a kind of Fabricated Beam-Slab integrated combination superstructure.
Background technology
Assembled architecture is the standardized designs of building element, batch production processing, a kind of site-assembled version, it
Can be reduced constructing the environmental pollution for causing, and shorten construction period, use manpower and material resources sparingly.Housing industrialization, integrated, assembling
Development is the inevitable development direction that China realizes residence innovation development, constructional transfer, environmental protection, and the assembling of residential housing
It is the basis for realizing residential housing industrialized development, at present, country is encouraging development assembled architecture industry energetically.
In building structure, superstructure is important Force transmission partses, traditional cast-in-situ steel reinforced concrete superstructure, is needed in construction
Scene carries out the multiple tracks working procedure such as formwork, assembling reinforcement, casting concrete, maintenance, form removal, long construction period, and is built into
This height, to be realized that the overall assembling of residential housing is built, it is felt to be desirable to realize the assembling of superstructure.It is full of leaves et al. to propose
A kind of assembled floor of light house structure, the plate body of precast floor slab arrange reserving hole channel, prestress steel along its length
After precast floor slab is connected together by twisted wire through reserving hole channel, two ends are connected with anchor slab, and this kind of way ensure that speed of application, but
It is the globality poor of structure, safety is low, and connected mode is unreliable；Lv Huangbin et al. proposes a kind of integrated assembled type floor,
The assembled floor realizes the assembling integrated with the factory of water power, decorations of floor main body, can circulate repeatedly lifting and use,
But, using embedded integration between Vierendeel girder, connected mode is complicated, is unfavorable for site operation for the assembled floor.
Utility model content
The purpose of this utility model is for the deficiencies in the prior art, there is provided a kind of good integrity, and connected mode is easy,
Structure is safe and reliable, the fast Fabricated Beam-Slab integrated combination superstructure of speed of application.
The technical solution of the utility model：A kind of Fabricated Beam-Slab integrated combination superstructure, superstructure periphery arrangement limb is dorsad outer,
The inside U-steel of acropodium forms outer skeleton, skeleton top surface laying reinforcing bar, shear stud, and casting concrete forms floor,
Secondary beam can be arranged in skeleton to reduce the span of floor, monolithic beam slab integrated combination superstructure completes in factory；At the scene
During installation, the skeleton grooves section steel beam of superstructure connects the splicing realized between superstructure by high-strength bolt, and the gap between superstructure needs
Live fill concrete.
Preferably, the corner of floor reserve delta-shaped region wouldn't casting concrete, it is existing to steel column and grooved girder steel
Connection construction provides work surface, after the completion of steel column is connected with girder steel, four delta-shaped regions of floor casting concrete again.
Preferably, compared with inclined 25mm in U-steel, between two splicing superstructures, the gap of 50mm needs scene filling coagulation to floor
Soil.
The beneficial effects of the utility model：The skeleton of the Fabricated Beam-Slab integrated combination superstructure is U-steel, spells floor
Simplicity is connect, efficiency of construction is improved, the i shaped cross section girder that double flute steel is formed after high-strength bolt splicing is connected with steel column
Connect, power transmission is clear and definite, reliable, the gap between superstructure, the delta-shaped region between floor and steel column scene fill concrete will
Each several part superstructure is connected, and enhances the globality of structure.
Description of the drawings
Fig. 1 is structural plan layout drawing of the present utility model；
Fig. 2 for this utility model embodiment 1 sectional view be Fig. 1 A-A sectional views；
Fig. 3 for this utility model embodiment 2 sectional view be Fig. 1 A-A sectional views.
Specific embodiment
Below in conjunction with the accompanying drawings and by embodiment this utility model is described further.
Embodiment 1
A kind of Fabricated Beam-Slab integrated combination superstructure, including it is reinforced concrete floor 1, U-steel 2, angle steel 3, supporting anti-
Peg 7 and high-strength bolt 8, and i shaped steel 10 are cut, dorsad outer, acropodium U-steel 2 inwards is formed superstructure periphery arrangement limb
Skeleton, skeleton top surface laying reinforcing bar, shear stud 7 casting concrete formation floor 1, the wherein corner of floor 1 reserves three
Angular domain 5 wouldn't casting concrete, four hypotenuses parcel angle steel 3 of floor 1 can arrange secondary beam 4 to reduce in skeleton
The span of floor 1, wherein secondary beam 4 are i shaped steel 10, and U-steel 2, i shaped steel 10 are welded on floor 1 by shear stud 7
On, monolithic beam slab integrated combination superstructure completes in factory；When installing at the scene, the skeleton U-steel 2 of superstructure is by high-strength
The splicing between superstructure is realized in the connection of bolt 8, and the i shaped cross section girder that two U-steel 2 is formed after splicing is connected with steel column 9, building
50mm gaps 6 and delta-shaped region 5 scene fill concrete between lid.
Embodiment 2
As different from Example 1：Secondary beam 4 is U-steel 11.
Claims (3)
1. a kind of Fabricated Beam-Slab integrated combination superstructure, it is characterised in that：Superstructure periphery arranges the limb dorsad inside groove of outer, acropodium
Shaped steel forms skeleton, skeleton top surface laying reinforcing bar, shear stud, and casting concrete forms floor, can arrange in skeleton
To reduce the span of floor, monolithic beam slab integrated combination superstructure completes secondary beam in factory；When installing at the scene, the bone of superstructure
Rack slot shaped steel realizes the splicing between superstructure by high-strength bolt connection, and the gap between superstructure needs live fill concrete.
2. a kind of Fabricated Beam-Slab integrated combination superstructure as claimed in claim 1, it is characterised in that：The corner of floor reserves
Delta-shaped region wouldn't casting concrete, provide work surface to the construction of steel column and grooved girder steel joint connection in site, steel column is connected with girder steel
After the completion of connecing, four delta-shaped regions of floor casting concrete again.
3. a kind of Fabricated Beam-Slab integrated combination superstructure as claimed in claim 1, it is characterised in that：Floor is inclined compared with U-steel
25mm, between two splicing superstructures, the gap of 50mm needs live fill concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621009831.6U CN206053079U (en) | 2016-08-31 | 2016-08-31 | A kind of Fabricated Beam-Slab integrated combination superstructure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621009831.6U CN206053079U (en) | 2016-08-31 | 2016-08-31 | A kind of Fabricated Beam-Slab integrated combination superstructure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206053079U true CN206053079U (en) | 2017-03-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201621009831.6U Active CN206053079U (en) | 2016-08-31 | 2016-08-31 | A kind of Fabricated Beam-Slab integrated combination superstructure |
Country Status (1)
| Country | Link |
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| CN (1) | CN206053079U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107795055A (en) * | 2017-10-19 | 2018-03-13 | 武汉理工大学 | A kind of modular combination floor and construction method |
| CN109252691A (en) * | 2018-10-19 | 2019-01-22 | 沈阳建筑大学 | A kind of reinforced steel concrete framed floor structure and reinforcement means |
| CN113550474A (en) * | 2021-07-10 | 2021-10-26 | 海通建设集团有限公司 | Assembled beam-slab integrated composite floor structure and construction method thereof |
-
2016
- 2016-08-31 CN CN201621009831.6U patent/CN206053079U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107795055A (en) * | 2017-10-19 | 2018-03-13 | 武汉理工大学 | A kind of modular combination floor and construction method |
| CN109252691A (en) * | 2018-10-19 | 2019-01-22 | 沈阳建筑大学 | A kind of reinforced steel concrete framed floor structure and reinforcement means |
| CN113550474A (en) * | 2021-07-10 | 2021-10-26 | 海通建设集团有限公司 | Assembled beam-slab integrated composite floor structure and construction method thereof |
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