CN205617552U - Assembled integrated configuration - Google Patents
Assembled integrated configuration Download PDFInfo
- Publication number
- CN205617552U CN205617552U CN201620380377.9U CN201620380377U CN205617552U CN 205617552 U CN205617552 U CN 205617552U CN 201620380377 U CN201620380377 U CN 201620380377U CN 205617552 U CN205617552 U CN 205617552U
- Authority
- CN
- China
- Prior art keywords
- assembled
- steel
- steel pipe
- combinative structure
- girder steel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model relates to an assembled integrated configuration, including steel pipe concrete combination column, the combination column comprises the steel pipe and the concrete of filling in the steel pipe, the lateral wall of combination column is provided with I -shaped girder steel, be provided with reinforced concrete on the girder steel, the last through -hole that lets the combination column pass that is provided with of reinforced concrete, reinforced concrete passes through a plurality of bolt shear connector fixed connection on the top flange of girder steel. This device simple structure, the structure is firm, and the installation transportation is convenient.
Description
Technical field
This utility model relates to a kind of assembled combinative structure.
Background technology
At present, xoncrete structure assembled architecture is the main flow of assembled architecture, but xoncrete structure assembled architecture is bigger due to the weight of concrete self, precast beam need to make composite beam, to reduce cost of transportation and hoisting difficulty, reinforcing bar at bean column node remains a need for colligation at the scene, and carries out substantial amounts of concrete wet trade, the most relatively labor intensive material resources.
Steel construction assembled architecture speed of application is very fast, but because its cost is high and the feature slower development at home of residence comfort difference.Concrete filled steel tube is a kind of new structure of a kind of advantage combining concrete and steel, and its cost is low compared with steel construction, and stress performance is good, is well to select as the force column in assembled architecture.Steel core concrete column is big with the beam column construction system stiffness of girder steel composition, and beam column is easily formed and is rigidly connected, and its node construction is simple, can the most prefabricated complete, and speed of application is also very fast, is therefore the optimum selection of a kind of assembled architecture beam-column system.
The beam slab of conventional concrete assembled building is to realize beam slab by concrete cast-in-site to be rigidly connected, and girder steel and concrete slab are connected by bolt shear connector also can obtain good effect, and speed of application is fast.
Summary of the invention
The problem that this utility model exists for above-mentioned prior art makes improvement, i.e. technical problem to be solved in the utility model is to provide a kind of assembled combinative structure, simple in construction, stabilized structure, and installation and transportation are convenient.
In order to solve above-mentioned technical problem, a kind of technical scheme of the present utility model is: a kind of assembled combinative structure, including concrete filled steel tube coupled column, described coupled column is made up of steel pipe and the concrete that is filled in steel pipe, the sidewall of described coupled column is provided with i section steel beam, it is provided with armoured concrete slab on described girder steel, being provided with the through hole allowing coupled column pass on described armoured concrete slab, described armoured concrete slab is fixedly connected on the top flange of girder steel by several bolt shear connectors.
Further, described steel pipe cross section is rectangle.
Further, described steel pipe sidewall being bolted concordant end plate, described girder steel end is welded on this concordant end plate.
Further, described armoured concrete slab does not contacts with coupled column, leaves 1cm gap between described through hole medial wall and through hole.
Further, being evenly equipped with several ribbed stiffeners along its length between two edges of a wing up and down of described girder steel, the spacing of adjacent ribbed stiffener is 1m.
Further, described bolt shear connector includes bolt, nut and two improved mats.
Compared with prior art, this utility model has the advantages that this assembled combinative structure, utilize steel core concrete column and girder steel composition post and lintel system, steel core concrete column resistance to compression anti-bending strength is good, it is prone to reduce column section area, girder steel is lightweight, it is beneficial to reduce lifting and cost of transportation, and the construction of this assembled combinative structure bean column node is simple, save manpower, concrete prefabricated board and girder steel are connected by bolt shear connector can form the beam slab system without sliding, and component can complete in precast plant, has easy construction, cost-effective feature.
The utility model is described in more detail with detailed description of the invention below in conjunction with the accompanying drawings.
Accompanying drawing explanation
Fig. 1 is the organigram of this utility model embodiment.
Fig. 2 is the connection figure of beam slab in this utility model embodiment.
In figure: 1-coupled column, 2-girder steel, the concordant end plate of 3-, 4-bolt, 5-ribbed stiffener, 6-armoured concrete slab, 7-bolt shear connector.
Detailed description of the invention
Embodiment one: as shown in Figure 1 and 2, a kind of assembled combinative structure, including concrete filled steel tube coupled column 1, described coupled column 1 is made up of steel pipe and the concrete that is filled in steel pipe, the sidewall of described coupled column is provided with i section steel beam 2, being provided with armoured concrete slab 6 on described girder steel 2, described armoured concrete slab 6 is provided with the through hole allowing coupled column 1 pass, described armoured concrete slab 6 is fixedly connected on the top flange of girder steel 2 by several bolt shear connectors 7.
In the present embodiment, described steel pipe cross section is rectangle.
In the present embodiment, described steel pipe sidewall is connected by bolt 4 and has concordant end plate 3, described girder steel end to be welded on this concordant end plate.
In the present embodiment, described armoured concrete slab does not contacts with coupled column, leaves 1cm gap between described through hole medial wall and through hole.
In the present embodiment, being evenly equipped with several ribbed stiffeners 5 along its length between two edges of a wing up and down of described girder steel, the spacing of adjacent ribbed stiffener is 1m.
In the present embodiment, described bolt shear connector includes bolt, nut and two improved mats.
The installation method of above-mentioned assembled combinative structure, sequentially includes the following steps:
(1) prefabricated steel pipe, i section steel beam and armoured concrete slab；
(2) concordant end plate is pre-welded to the end of i section steel beam；
(3) steel pipe, girder steel and armoured concrete slab are transported to job site, at the scene by after steel pipe, beam location and installation, to pouring into a mould concrete in steel pipe, form concrete filled steel tube coupled column and girder steel system；
(4) finally by armoured concrete slab lifting to girder steel top flange, connect with bolt shear connector is fixing.
The foregoing is only preferred embodiment of the present utility model, all impartial changes done according to this utility model claim and modification, all should belong to covering scope of the present utility model.
Claims (6)
1. an assembled combinative structure, it is characterized in that: include concrete filled steel tube coupled column, described coupled column is made up of steel pipe and the concrete that is filled in steel pipe, the sidewall of described coupled column is provided with i section steel beam, it is provided with armoured concrete slab on described girder steel, being provided with the through hole allowing coupled column pass on described armoured concrete slab, described armoured concrete slab is fixedly connected on the top flange of girder steel by several bolt shear connectors.
Assembled combinative structure the most according to claim 1, it is characterised in that: described steel pipe cross section is rectangle.
Assembled combinative structure the most according to claim 1 and 2, it is characterised in that: being bolted concordant end plate on described steel pipe sidewall, described girder steel end is welded on this concordant end plate.
Assembled combinative structure the most according to claim 3, it is characterised in that: described armoured concrete slab does not contacts with coupled column, leaves 1cm gap between described through hole medial wall and through hole.
Assembled combinative structure the most according to claim 4, it is characterised in that: being evenly equipped with several ribbed stiffeners along its length between two edges of a wing up and down of described girder steel, the spacing of adjacent ribbed stiffener is 1m.
Assembled combinative structure the most according to claim 5, it is characterised in that: described bolt shear connector includes bolt, nut and two improved mats.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620380377.9U CN205617552U (en) | 2016-05-03 | 2016-05-03 | Assembled integrated configuration |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620380377.9U CN205617552U (en) | 2016-05-03 | 2016-05-03 | Assembled integrated configuration |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205617552U true CN205617552U (en) | 2016-10-05 |
Family
ID=57028881
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620380377.9U Withdrawn - After Issue CN205617552U (en) | 2016-05-03 | 2016-05-03 | Assembled integrated configuration |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205617552U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735464A (en) * | 2016-05-03 | 2016-07-06 | 福州大学 | Assembled combining structure and mounting method thereof |
| CN109653520A (en) * | 2019-01-07 | 2019-04-19 | 龙信建设集团有限公司 | Prefabrication and assembly construction concrete structure outer bottom tongue and groove protective device and its installation method |
| CN110158454A (en) * | 2019-07-02 | 2019-08-23 | 叶锦华 | A kind of connector for the assembled steel-concrete combined structure mixing combined bridge for steel- |
| CN110344503A (en) * | 2019-06-20 | 2019-10-18 | 浙江大东吴建筑科技有限公司 | It is a kind of part superimposed sheet and faced wall column connected node construct |
-
2016
- 2016-05-03 CN CN201620380377.9U patent/CN205617552U/en not_active Withdrawn - After Issue
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735464A (en) * | 2016-05-03 | 2016-07-06 | 福州大学 | Assembled combining structure and mounting method thereof |
| CN105735464B (en) * | 2016-05-03 | 2018-06-15 | 福州大学 | A kind of assembled composite structure and its installation method |
| CN109653520A (en) * | 2019-01-07 | 2019-04-19 | 龙信建设集团有限公司 | Prefabrication and assembly construction concrete structure outer bottom tongue and groove protective device and its installation method |
| CN110344503A (en) * | 2019-06-20 | 2019-10-18 | 浙江大东吴建筑科技有限公司 | It is a kind of part superimposed sheet and faced wall column connected node construct |
| WO2020253098A1 (en) * | 2019-06-20 | 2020-12-24 | 浙江大东吴建筑科技有限公司 | Construction of connecting joint between local laminated slab and combined wall column |
| CN110158454A (en) * | 2019-07-02 | 2019-08-23 | 叶锦华 | A kind of connector for the assembled steel-concrete combined structure mixing combined bridge for steel- |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105735464A (en) | Assembled combining structure and mounting method thereof | |
| CN204753843U (en) | PC primary and secondary roof beam bolted connection node | |
| CN106836548A (en) | Precast shear wall insert-type steel board connecting structure and its construction method | |
| CN205617552U (en) | Assembled integrated configuration | |
| CN105133791A (en) | Construction method for prefabricated thick plate steel rib concrete column variable cross-section transformation node structure | |
| CN106567458B (en) | Assembled steel-is mixed to combine Beam-post Frame Structure system | |
| CN202925762U (en) | Novel reinforced concrete superposed beam | |
| CN105064529A (en) | Prefabricated and assembled large-board shear wall structure with concealed bracings | |
| CN104294920B (en) | The node component of a kind of U-shaped steel-concrete combination beam and special-shaped steel pipe concrete post and preparation method | |
| CN108775084B (en) | Steel-concrete combined precast beam and precast column connecting structure and construction method | |
| CN107905385A (en) | The assembled arthitecutral structure and method of construction that steel construction is combined with concrete structure | |
| CN206752735U (en) | Precast shear wall insert-type steel board connecting structure | |
| CN106088334A (en) | A kind of assembled Huge Steel Open tubing string abnormal shape combined joint and installation method | |
| CN106760036A (en) | A kind of prefabricated steel combined concrete shear wall | |
| CN107447873B (en) | Device for connecting prefabricated laminated connecting beam and prefabricated shear wall and installation method | |
| CN208023713U (en) | A kind of prefabrication and assembly construction steel reinforced concrete beam column connection structure | |
| CN107524162A (en) | A kind of assembled corrugated sheet steel Combined concrete pipe gallery | |
| CN108643356B (en) | Assembled gangue haydite concrete shaped steel beam column node structure | |
| CN104032862B (en) | Assembled girder steel seam line L shape mixing coupled wall and construction method thereof | |
| CN111021553A (en) | Precast concrete post and girder steel connected node of baffle in area | |
| CN203475609U (en) | Connecting structure of composite floor slab and steel tube shear wall of building | |
| CN207228475U (en) | A kind of prefabricated profile steel concrete column unit applied to assembling frame | |
| CN209742074U (en) | assembled frame beam column connected node | |
| CN205776898U (en) | Overall assembled reinforced concrete shear wall structure system | |
| CN211898896U (en) | General shaped steel mixes building system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20161005 Effective date of abandoning: 20180615 |