CN207919737U - A kind of assembled steel-Combined concrete frame structure - Google Patents
A kind of assembled steel-Combined concrete frame structure Download PDFInfo
- Publication number
- CN207919737U CN207919737U CN201820116445.XU CN201820116445U CN207919737U CN 207919737 U CN207919737 U CN 207919737U CN 201820116445 U CN201820116445 U CN 201820116445U CN 207919737 U CN207919737 U CN 207919737U
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- steel
- concrete
- frame structure
- prefabricated
- combined concrete
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Abstract
The utility model provides a kind of assembled steel Combined concrete frame structure, belongs to structural engineering field.The assembled steel Combined concrete frame structure includes pre-manufactured steel concrete combination column, prefabricated girder steel, bean column node splicing apparatus.Pre-manufactured steel concrete combination column includes welding the concrete to be formed and be poured inside the steel skeleton and steel skeleton of closure with multiple angle steel and multiple batten plates, and stay bolt and lag bolt are preset in pre-manufactured steel Combined concrete column side face；The end of prefabricated girder steel is equipped with end plate, and the side of pre-manufactured steel Combined concrete cylinder, the side of bean column node splicing apparatus and end plate are sequentially connected, and the bottom surface of bean column node splicing apparatus is connect with the bottom wing listrium of prefabricated steel beam bottom.The assembled steel Combined concrete frame structure of the utility model is detachable, is readily transported.The wet construction for reducing scene, improves work efficiency, the use of high-strength bolt improves energy-dissipating property of the structure in earthquake.
Description
Technical field
The utility model is related to a kind of assembled steel-Combined concrete frame structures, belong to structural engineering field.
Background technology
Currently used architectural structure system can be divided into point with construction material：Reinforced concrete structure, steel-concrete group
Close structure, steel construction three classes.Reinforced concrete structure refers to the structure made of the concrete equipped with reinforcing bar enhancing, the master of load-bearing
Wanting component is built with armored concrete, and reinforcing bar bears pulling force, concrete bearing compressive force；Steel-concrete combined structure is steel
Component and concrete or bar-reinforced concrete member are combined into a kind of whole and cooperative structure, have both steel construction and reinforcing bar
Some characteristics of concrete structure；The structure that steel construction is made of steel material, the mainly steel made of shaped steel and steel plate etc.
The components such as beam, steel column, steel truss form.On-site wet operation amount is big when the construction of preceding diplobiont system, industrialization degree is low；And steel construction
For full factory process, in-site installation, industrialization degree is higher.In recent years, to promote building trade transition and upgrade, energy saving subtract is established
Row, low-carbon environment-friendly industry, China are encouraged to promote the development of assembled architecture, promote building industrialization, driven with this and entirely built
Build the development of industrialization.
Prefabricated construction is the product of industrialized production, while having construction rhythm fast, and good product quality, budget are made
Valence is low, and construction efficiency is high, the advantages such as simple production process.Prefabricated assembled component is readily produced and safeguards that economic benefit is very high,
Utilization scope is extensive, meets the current architectural industrialization development trend in China.Steel frame can be very good to realize the prefabricated of structure
Assembling, while having the characteristics that space is big, flexible arrangement, but for high building structure, the anti-side of Steel Frame Column is rigid
Spend the relative deficiency that seems.Steel-concrete coupled column can effectively improve the anti-side rigidity of structure, and with preferable economic effect
Benefit, but traditional steel-concrete coupled column needs a series of cumbersome technological processes such as shuttering, support, maintenance, form removal, and
Cannot synchronous with steel-frame beam assembly construction, cause the construction period long, the problems such as cost is higher than normal concrete structure, deviate from work
The core of industryization building quickly, economic, this just constrains application of the steel-concrete combined structure in assembled architecture.
Utility model content
To solve the above problems, the utility model provides a kind of assembled steel-Combined concrete frame structure.
Assembled steel provided by the utility model-Combined concrete frame structure, including prefabricated steel-concrete coupled column,
Prefabricated girder steel and bean column node splicing apparatus；The prefabricated steel-concrete coupled column includes being welded with multiple angle steel and multiple batten plates
The concrete for connecing the steel skeleton to form closure and being poured inside the steel skeleton, it is pre- in prefabricated steel-concrete combination column side face
Equipped with stay bolt and lag bolt；The end of the prefabricated girder steel is equipped with end plate, the side of the prefabricated steel-concrete combination cylinder
Face, the bean column node splicing apparatus side and the end plate be sequentially connected, the bottom surface of bean column node splicing apparatus with it is described
The bottom wing listrium of prefabricated steel beam bottom connects.
In one embodiment, the lag bolt is for being connected and fixed bean column node splicing apparatus；The stay bolt is used
It is fixed with nut after the end plate for connecting the prefabricated girder steel, installation positioning.
In one embodiment, the bean column node splicing apparatus is L-type.
In one embodiment, the side and bottom surface of the bean column node splicing apparatus are reserved with bolt hole.
In one embodiment, it is provided with bolt hole on the bottom wing listrium and the end plate.
In one embodiment, the quantity of angle steel is four.
In one embodiment, the angle steel is equal leg angle.
Assembled steel provided by the utility model-Combined concrete frame structure, including prefabricated steel-concrete coupled column,
Prefabricated girder steel, bean column node splicing apparatus.The closure steel skeleton of prefabricated steel-concrete coupled column applies core concrete lateral
Constraint, is at the stress state of three dimension stress, and the coupled column to be pressurized than existing single side improves about 2 times of carrying energy
Power,.Simultaneously because the cross section of prefabricated steel-concrete coupled column is rectangle, there are certain spacing between batten plate on facade, this
With regard to the connectivity problem of effective solution bean column node.Steel skeleton is stiffness load-bearing skeleton, and in the construction stage, it can play stiffness bone
The effect of frame, welding job can be realized by millwork, so as to greatly reduce site welding amount, improve work effect
Rate.The assembled steel of the utility model-Combined concrete frame structure is detachable, is readily transported.Joint connection in site mainly uses height
Strength bolt reduces the wet construction at scene, improves work efficiency, the use of high-strength bolt improves consumption of the structure in earthquake
It can performance.
Description of the drawings
Fig. 1 is the prefabricated steel-concrete coupled column cross-sectional view that the utility model embodiment one provides；
Fig. 2 is assembled steel-Combined concrete circuit theory schematic diagram that the utility model embodiment one provides.
Wherein, 1 angle steel, 2 batten plates, 3 concrete, 4 stay bolts, 5 lag bolts, 6 prefabricated girder steels, 7 bean column node splicing apparatus,
8 end plates.
Specific implementation mode
Below in conjunction with the drawings and specific embodiments to the utility model proposes a kind of assembled steel-Combined concrete frame
Structure is described in further detail.According to following explanation and claims, will be become apparent from feature the advantages of the utility model.
It should be noted that attached drawing is all made of very simplified form and uses non-accurate ratio, only to it is convenient, lucidly assist
Illustrate the purpose of the utility model embodiment.
Embodiment one
Assembled steel-Combined concrete frame structure that the present embodiment one provides, including prefabricated steel-concrete coupled column,
Prefabricated girder steel and bean column node splicing apparatus.The structural schematic diagram of the prefabricated steel-concrete coupled column is as shown in Figure 1, include
Concrete 3 in steel skeleton and the steel skeleton；The steel skeleton is formed by 4 blocks of equal leg angles 1 and the welding of batten plate 2, and four
Face is closed；It is segmented to casting concrete 3 inside steel skeleton, forms steel-concrete column combination column；The steel skeleton is mixed to core space
Solidifying soil applies sidewise restraint, and the steel skeleton being closed at also has the function of resistance to side pressure template and stiffness load-bearing skeleton, with inside
Concrete 3 forms vertical bearing system together.It is reserved with including stay bolt 4 and short in the side of prefabricated steel-concrete coupled column
High-strength bolt including bolt 5.The bean column node splicing apparatus 7 uses L-type, and bolt hole is reserved in side and bottom surface.Institute
The side of the side and the bean column node splicing apparatus 7 of stating prefabricated steel-concrete coupled column is connected by the lag bolt 5；
The end set of the prefabricated girder steel 6 has end plate 8, the corresponding position on the bottom wing listrium of 6 bottom of the end plate 8 and prefabricated girder steel
Prepared screw-bolt hole, the side of prefabricated steel-concrete combination cylinder, the side of the bean column node splicing apparatus 7 with it is described
End plate 8 is sequentially connected by the stay bolt 4, forms assembled steel-Combined concrete frame structure.
Specifically, the length of side of equal leg angle 1 is 90mm, thickness 12mm, quantity is four；Batten plate 2 uses the steel of 8mm thickness
Plate is cut, and is longitudinally welded along 4 blocks of equal leg angles, and the closed type steel skeleton of rectangle is formed.When closed type steel skeleton is complete
At later, the spatial domain in steel skeleton is filled up with pump concrete and vibration compacting, closure steel skeleton also have resistance to side pressure template
With the effect of stiffness load-bearing skeleton, the work of formwork form removal is eliminated, maintenance waits for concrete strength to reach requirement and can be used.
The corresponding node location in prefabricated steel-concrete coupled column side is laterally reserved long and short；Two kinds of high-strength bolts,
The boom end of bolt is to exposing outside.When assembled first with it is reserved it is long and short be bolted the bean column node splicing apparatus 7, and first
Lag bolt 5 is fixed with nut, first carries out the bean column node splicing apparatus 7 and prefabricated steel-concrete coupled column
It is fixedly connected.The end of the prefabricated girder steel 6 is welded with end plate 8, will when installation in 8 corresponding position prepared screw-bolt hole hole of end plate
The end plate 8 and the stay bolt 4 of the prefabricated steel-concrete coupled column carry out assembly, and nut is used in combination to be connected and fixed.In pre-manufactured steel
Prepared screw-bolt hole hole on the bottom wing listrium of 6 bottom of beam, is spliced with the bottom surface of bean column node splicing apparatus 7, and high-strength spiral shell is used in combination
Bolt is fixed.
Show assembled steel-Combined concrete frame that the utility model is proposed by theory analysis and engineering practice
Structure is keeping self-respect close and bearing capacity under the same conditions, can save steel about percent compared with traditional steel frame
50, welding job amount can be greatly reduced；Compared with steel reinforced concrete frame structure, holding member cross-sectional area it is close and
Bearing capacity under the same conditions, can save steel 50 about percent, and construction is more easy；With ordinary reinforced concrete frame
Structure is compared, keep that rolled steel dosage is close and bearing capacity under the same conditions, element cross-section area can be reduced by about one
Half, to which the effective area of building is increased, the dosage and member dead weight of concrete and cement accordingly reduce about percent
50.
Although the utility model has been described by way of example and in terms of the preferred embodiments, it is not limited to the utility model, any
Person skilled in the art can do various change and modification, therefore this without departing from the spirit and scope of the utility model
The protection domain of utility model should be subject to what claims were defined.
Claims (7)
1. a kind of assembled steel-Combined concrete frame structure, which is characterized in that including prefabricated steel-concrete coupled column, prefabricated
Girder steel and bean column node splicing apparatus；The prefabricated steel-concrete coupled column includes welding shape with multiple angle steel and multiple batten plates
At the concrete poured inside the steel skeleton of closure and the steel skeleton, it is preset in prefabricated steel-concrete combination column side face
Stay bolt and lag bolt；The end of the prefabricated girder steel is equipped with end plate, the side of the prefabricated steel-concrete combination cylinder, institute
The side and the end plate for stating bean column node splicing apparatus are sequentially connected, the bottom surface of bean column node splicing apparatus and the pre-manufactured steel
The bottom wing listrium in beam bottom portion connects.
2. assembled steel as described in claim 1-Combined concrete frame structure, which is characterized in that the lag bolt is used for
It is connected and fixed bean column node splicing apparatus；The stay bolt is used to connect the end plate of the prefabricated girder steel, and spiral shell is used after installation positioning
Mother is fixed.
3. assembled steel as described in claim 1-Combined concrete frame structure, which is characterized in that the bean column node is spelled
Tipping is set to L-type.
4. assembled steel as claimed in claim 3-Combined concrete frame structure, which is characterized in that the bean column node is spelled
The side and bottom surface of connection device are reserved with bolt hole.
5. assembled steel as described in claim 1-Combined concrete frame structure, which is characterized in that the bottom wing listrium and
It is provided with bolt hole on the end plate.
6. assembled steel as described in claim 1-Combined concrete frame structure, which is characterized in that the quantity of angle steel is four
It is a.
7. assembled steel as claimed in claim 5-Combined concrete frame structure, which is characterized in that the angle steel is equilateral
Angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820116445.XU CN207919737U (en) | 2018-01-24 | 2018-01-24 | A kind of assembled steel-Combined concrete frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820116445.XU CN207919737U (en) | 2018-01-24 | 2018-01-24 | A kind of assembled steel-Combined concrete frame structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207919737U true CN207919737U (en) | 2018-09-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820116445.XU Expired - Fee Related CN207919737U (en) | 2018-01-24 | 2018-01-24 | A kind of assembled steel-Combined concrete frame structure |
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| CN (1) | CN207919737U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108277878A (en) * | 2018-01-24 | 2018-07-13 | 江南大学 | A kind of assembled steel-Combined concrete frame structure |
| CN109138180A (en) * | 2018-10-19 | 2019-01-04 | 长安大学 | A kind of replaceable part filled type composite structure frame assembly node and preparation method thereof |
| CN110725441A (en) * | 2019-10-23 | 2020-01-24 | 上海柏翰建筑安装股份有限公司 | Steel concrete casting structure of large wood-wool cement wallboard and building frame structure of fabricated building |
-
2018
- 2018-01-24 CN CN201820116445.XU patent/CN207919737U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108277878A (en) * | 2018-01-24 | 2018-07-13 | 江南大学 | A kind of assembled steel-Combined concrete frame structure |
| CN109138180A (en) * | 2018-10-19 | 2019-01-04 | 长安大学 | A kind of replaceable part filled type composite structure frame assembly node and preparation method thereof |
| CN110725441A (en) * | 2019-10-23 | 2020-01-24 | 上海柏翰建筑安装股份有限公司 | Steel concrete casting structure of large wood-wool cement wallboard and building frame structure of fabricated building |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180928 Termination date: 20190124 |
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| CF01 | Termination of patent right due to non-payment of annual fee |