CN206337678U - The assembled steel frame wall filled with masonry system of door shape steel disc connection - Google Patents
The assembled steel frame wall filled with masonry system of door shape steel disc connection Download PDFInfo
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- CN206337678U CN206337678U CN201621465739.0U CN201621465739U CN206337678U CN 206337678 U CN206337678 U CN 206337678U CN 201621465739 U CN201621465739 U CN 201621465739U CN 206337678 U CN206337678 U CN 206337678U
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- steel frame
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- frame
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Abstract
A kind of assembled steel frame wall filled with masonry system of shape steel disc connection, including the rectangle steel frame enclosed by Steel Frame Column and steel-frame beam and the prefabricated filled-in panel being filled in steel frame, the upper end of the prefabricated filled-in panel is connected by door shape spring steel connector link and the steel-frame beam of top, and the steel-frame beam of lower end and lower section is welded and fixed；Flexible material is filled with gap between prefabricated filled-in panel and the steel-frame beam and left and right Steel Frame Column of top；The both side surface of prefabricated filled-in panel and flexible material has float coat.The installation of the utility model filling wall is not related to any wet trade, realizes 100% industrialization, and wallboard is repeatable to be utilized, and meets the green building theory advocated instantly；Compared with existing masonry filler wall, the input of the time of building by laying bricks or stones and manpower has been saved, efficiency of construction, and quick and easy for installation, easy construction has been improved, reduces construction cost.The utility model can be widely applied in the assembled filling wall construction of steel frame.
Description
Technical field
The utility model is related to building engineering field, particularly a kind of assembled steel frame wall filled with masonry system.
Background technology
At present, the material of filling wall can be broadly divided into light-weight brick, masonry, the class of sheet material three, and light-weight brick or building block are used mostly
Build filling wall by laying bricks or stones, the construction method inefficiency built by laying bricks or stones, industrialization degree is not high, there is no good connection with steel frame, expend
Substantial amounts of labour, with the increase of labor cost, traditional mode becomes more and more backward；And the filling wall built by laying bricks or stones is certainly
Great, poor seismic behavior often also needs to do external wall outer insulation, technique is cumbersome, quality it cannot be guaranteed that.
The Slope protection of filled wall in steel frame is mainly under geological process, and steel frame and filling wall can not be cooperateed with
Deformation, mostly because steel frame and filling wall are to be rigidly connected, fills the deformation hysteresis of wall in steel frame, filling wall is in earthquake
Directly occurs the situation of corner extruding destruction.
Utility model content
The purpose of this utility model is to provide the assembled steel frame wall filled with masonry system of a kind of shape steel disc connection, solves existing
There are filling wall and steel frame to be unable to the technical problem of cooperative transformation, and solve filling wall from great, it is impossible to be good with steel frame
Connection, poor seismic behavior, without series of technical such as good heat-insulating properties.
To achieve the above object, the utility model is adopted the following technical scheme that：
A kind of assembled steel frame wall filled with masonry system of shape steel disc connection, including enclosed by Steel Frame Column and steel-frame beam
Into rectangle steel frame and the prefabricated filled-in panel that is filled in steel frame, the upper end of the prefabricated filled-in panel passes through door shape
Spring steel connector link and the steel-frame beam of top are connected, and the steel-frame beam of lower end and lower section is welded and fixed.
It is filled with gap between the prefabricated filled-in panel and the steel-frame beam and left and right Steel Frame Column of top
Flexible material.
The both side surface of the prefabricated filled-in panel and flexible material has float coat.
The flexible material in the seam of prefabricated filled-in panel and rectangle steel frame with having fluid sealant.
Described prefabricated filled-in panel includes lightweight insulating concrete and the wallboard bone being cast in lightweight insulating concrete
Frame.
The lightweight insulating concrete is granular polystyrene foam concrete or foam concrete.
The distributing bar that the Wallboard-framework includes the light steel frame of rectangle and is vertically connected between light steel frame opposite side
Skeleton, wherein light steel frame are that the rectangle steel framework that is enclosed by C-type steel, its end face are concordant with prefabricated filled-in panel.
The distributing bar skeleton includes vertical distributing bar post and horizontal tectonics reinforcing bar beam, vertical distributing bar post and water
Flat distributing bar beam intersects to form cross or groined type, and light steel frame is divided into territory element.
Parallel drawknot has two reinforcing bars to form double-deck cross wise reinforcement skeleton between diagonal in each territory element.
The vertical distributing bar post includes four vertical reinforcements and one group of parallel interval colligation between vertical reinforcement
Stirrup.
The horizontal tectonics reinforcing bar beam includes four transverse steels and one group of parallel interval colligation between transverse steel
Stirrup.
The door shape spring steel connector link is in the door font fallen, is bent successively by steel disc, including upper horizontal segment, by
Upper horizontal segment end laterally, upper oblique section of inclined downward bending, by the inside of upper oblique section of end, inclined downward bends
Under oblique section and oblique section of level bends inwards under lower horizontal segment, wherein upper horizontal segment, upper oblique section
Respectively with lower horizontal segment, under oblique section be symmetrical arranged along center line.
The upper horizontal segment is parallel with lower horizontal segment, and upper horizontal segment and upper oblique section of angulation are 135 °~150 °,
Upper oblique section and under oblique section of angulation be 60 °~90 °, under oblique section and lower horizontal segment angulation be 135 °~150 °.
The upper horizontal segment side relative with lower horizontal segment is corresponding to be connected with pad.
Length of the described door shape spring steel connector link along prefabricated filled wall is distributed to uniform intervals, its spacing be 200~
500mm。
The upper horizontal segment of door shape spring steel connector link is welded and fixed with the steel-frame beam above prefabricated filled-in panel, lower horizontal segment
It is welded and fixed with the light steel frame of prefabricated filled-in panel.
The utility model has the characteristics that and beneficial effect compared with prior art：
1st, the utility model overcomes lacking for the problems such as traditional construction efficiency being low, industrialization degree is low, labor cost is high
Point, the utility model solves tradition filling wall can not good connection with steel frame, fill wall from great poor seismic behavior,
It is easily destroyed during earthquake, poor thermal insulation property, overall performance is poor, low construction efficiency, industrialization level is low, easy construction labor intensity
Low technical problem.
2nd, door shape steel plate connector of the present utility model has good cold-bending property, and door shape steel plate connector is filled out prefabricated
The rigidity for filling wallboard thickness direction is big, ensure that the stabilization in prefabricated filled-in panel direction outside plane.Under geological process,
Relative displacement can be formed between steel frame and prefabricated filled-in panel, prefabricated filled-in panel and steel frame is realized planar
The cooperative transformation of all directions.
3rd, steel frame filled wall system of the present utility model uses assembled, is flexibly connected between steel frame and filling wall, can
To occur relative displacement and corner, it is to avoid steel frame and prefabricated filled-in panel are unable to cooperative transformation, be destroyed in earthquake.
4th, prefabricated filled-in panel includes lightweight insulating concrete and the distributing bar containing light steel frame, decussation
The Wallboard-framework of skeleton and double-deck cross wise reinforcement skeleton, meets prefabricated filled-in panel stress, insulation, sound insulation, freeze proof cracking resistance etc.
The design of performance requirement, especially framework of steel reinforcement and light steel frame influences ten to the cracking resistance of this light thermal-insulation foam concrete
It is clearly demarcated aobvious, and the overall performance of prefabricated filled-in panel is strengthened, improve the anti-seismic performance of structure.
5th, the light weight of prefabricated filled-in panel, the work for protecting prefabricated filled-in panel can be not only played using light steel frame
With, the effect that convenient transport is installed is also acted as, and in prefabricated filling wall manufacturing process, it is not necessary to supporting module, can be by light
Steel frame serves as side form, constructs more convenient, it is ensured that efficiency of construction.
6th, the installation of this filling wall is not related to any wet trade, realizes 100% industrialization, and wallboard is repeatable to be utilized, symbol
Be fated lower advocated green building theory；Compared with existing masonry filler wall, the input of the time of building by laying bricks or stones and manpower has been saved,
Efficiency of construction, and quick and easy for installation, easy construction are improved, construction cost is reduced.
The utility model can be widely applied in the assembled filling wall construction of steel frame.
Brief description of the drawings
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is the attachment structure schematic diagram of the utility model filling wall and steel frame.
Fig. 2 is the attachment structure schematic diagram of the utility model door shape spring steel connector link.
Fig. 3 is the structural representation of the utility model door shape spring steel connector link.
Fig. 4 is the inner skeleton structural representation that the utility model fills wall.
Fig. 5 is the structural representation that the utility model filling wall is filled with steel frame seam.
Fig. 6 is the structural representation after the completion of the utility model construction.
Reference：1- Steel Frame Columns, 2- steel-frame beams, the prefabricated filled-in panels of 3-, 3-1- lightweight insulating concretes, 3-
2- light steel frames, 3-3- distributing bars skeleton, 3-4 cross wise reinforcements skeleton, 4- shape spring steel connector links, the upper horizontal segments of 4-1-, 4-
Horizontal segment, 5- flexible materials, 6- float coats oblique section under upper oblique section of 2-, 4-3- pads, 4-4-, under 4-5-.
Embodiment
Embodiment is referring to shown in Fig. 1, Fig. 5, Fig. 6, and the assembled steel frame wall filled with masonry system of this door shape steel disc connection is wrapped
Include Steel Frame Column 1, steel-frame beam 2, prefabricated filled-in panel 3, door shape spring steel connector link 4, flexible material 5, float coat 6.
It is shown in Figure 1, the assembled steel frame wall filled with masonry system of this door shape steel disc connection, including by Steel Frame Column 1
The rectangle steel frame enclosed with steel-frame beam 2 and the prefabricated filled-in panel 3 being filled in steel frame, the prefabricated filling wall
The upper end of plate 3 is connected by one group of door shape spring steel connector link 4 with the steel-frame beam 2 of top, and the steel-frame beam 2 of lower end and lower section is welded
Connect fixation；Connectionless between prefabricated filled-in panel 3 and the Steel Frame Column 1 of left and right, both clearance distances are 20mm~30mm, referring to
Shown in Fig. 5, fill flexible in the gap between prefabricated filled-in panel 3 and top steel-frame beam and left and right Steel Frame Column 1
Material 5, the flexible material 5 is polystyrene foam plate or extruded sheet etc., and polystyrene foam plate is used in this example, described poly-
Styrenic foams plate in the seam edge of prefabricated filled-in panel 3 and rectangle steel frame with having fluid sealant.
Shown in Figure 6, the two sides of the prefabricated filled-in panel 3 assembled and flexible material 5 are integrally coated with float coat
6。
Shown in Figure 4, described prefabricated filled-in panel 3 includes lightweight insulating concrete 3-1 and is cast in light thermal-insulation
Wallboard-framework in concrete 3-1, the lightweight insulating concrete 3-1 is granular polystyrene foam concrete, foam concrete etc..
The structure that the Wallboard-framework includes the light steel frame 3-2 of rectangle and is vertically connected between light steel frame 3-2 opposite side
Framework of steel reinforcement 3-3 is made, wherein light steel frame 3-2 is the rectangle steel framework, its end face and prefabricated filled-in panel enclosed by C-type steel
3 is concordant, and distributing bar skeleton 3-3 includes vertical distributing bar post and horizontal tectonics reinforcing bar beam, vertical distributing bar post and level
Distributing bar beam intersects to form cross or groined type, and light steel frame 3-2 is divided into territory element, each territory element
Parallel drawknot has two reinforcing bars to form double-deck cross wise reinforcement skeleton 3-4 between diagonal；Light steel frame 3-2 respectively with distributing bar
Skeleton 3-3 and cross wise reinforcement skeleton 3-4 are welded and fixed.
Wherein vertical distributing bar post includes four vertical reinforcements and one group of parallel interval colligation between vertical reinforcement
Stirrup, horizontal tectonics reinforcing bar beam is similar with vertical distributing bar rod structure, including four transverse steels and one group of parallel interval are tied up
The stirrup pricked between transverse steel.
Shown in Figure 3, the door shape spring steel connector link 4 is in the door font fallen, is bent successively by steel disc, is wrapped
Include horizontal segment 4-1, by upper horizontal segment 4-1 ends laterally, inclined downward bending upper oblique section of 4-2, by upper oblique
Oblique section of 4-4 and oblique section of 4-4 level bends inwards and formed under on the inside of section 4-2 ends, under inclined downward bending
Lower horizontal segment 4-5, wherein upper horizontal segment 4-1, upper oblique section of 4-2 respectively with lower horizontal segment 4-5, under oblique section of 4-4 along center line
It is symmetrical arranged, side relative with lower horizontal segment 4-5 the upper horizontal segment 4-1 is corresponding to be connected with pad 4-3.
Shown in Figure 2, the upper horizontal segment 4-1 and the steel-frame beam 2 of the prefabricated top of filled-in panel 3 are welded and fixed, under
Horizontal segment 4-5 and prefabricated filled-in panel 3 light steel frame are welded and fixed.
Described door shape spring steel connector link 4 is distributed along the length of prefabricated filled wall to uniform intervals, its spacing be 200~
500mm, is 10~20mm with prefabricated filled-in panel left and right edges distance；The width of the door shape spring steel connector link 4, i.e. steel disc
Width is 50~100mm, and the thickness of steel disc is 3~5mm, and the upper horizontal segment 4-1 is parallel with lower horizontal segment 4-5, and upper level
Section 4-1 and upper oblique section of 4-2 angulation are 135 °~150 °, and upper oblique section of 4-2 oblique section of 4-4 angulation with is 60 °
~90 °, under oblique section of 4-4 and lower horizontal segment 4-5 angulations be 135 °~150 °, in this example, upper horizontal segment 4-1 and upper oblique
Section 4-2 angulations are 135 °, upper oblique section of 4-2 and under oblique section of 4-4 angulation be 90 °, under oblique section of 4-4 and lower level
Section 4-5 angulations are 135 °；The thickness of the pad 4-3 is 4~6mm.
The construction method of the prefabricated filled-in panel 3 of the utility model, is comprised the following steps that：
Step one, fixed by C-type steel and enclose light steel frame 3-2.
Step 2, colligation lapped configuration framework of steel reinforcement 3-3 is simultaneously welded in light steel frame 3-2.
Step 3, in light steel frame 3-2 and distributing bar skeleton 3-3 relevant position welded steel double cross wise reinforcement skeleton 3-
4。
Step 4, checks the Wallboard-framework being welded.
Step 5, in suitable area by Wallboard-framework horizontal positioned, carries out pouring for lightweight insulating concrete 3-1.
Step 6, natural curing, until concrete reaches that some strength meets execution conditions.
The construction method of the assembled steel frame wall filled with masonry system for the door shape steel disc connection that the utility model is provided, specific step
It is rapid as follows：
Step one, by door shape spring steel connector link 4 according to being equally spaced, its lower horizontal segment 4-5 correspondence is welded on prefabricated fill out
On the light steel frame for filling wallboard 3.
Step 2, line setting puts the prefabricated filled-in panel 3 for being connected with a shape spring steel connector link 4 by temporary support
It is placed in installation site.
Step 3, the light steel frame 3-2 of prefabricated filled-in panel 3 and lower section steel-frame beam 2 are welded and fixed.
Step 4, the upper horizontal segment 4-1 of door shape spring steel connector link 4 and top steel-frame beam 2 are welded and fixed.
Step 5, the filled polystyrene cystosepiment between rectangle steel frame and prefabricated filled-in panel 3, it is ensured that filling is close
It is real, fastening.
Step 6, fluid sealant is used in the seam crossing of polystyrene foam plate and rectangle steel frame and prefabricated filled-in panel 3
Joint seal.
Step 7, float coat 6 is done in the outer surface of polystyrene foam plate and prefabricated filled-in panel 3, so far, completes door shape
The construction of the assembled steel frame wall filled with masonry system of steel disc connection.
Claims (10)
1. the assembled steel frame wall filled with masonry system of a kind of shape steel disc connection, it is characterised in that：Including by Steel Frame Column（1）With
Steel-frame beam（2）The rectangle steel frame enclosed and the prefabricated filled-in panel being filled in steel frame（3）, it is characterised in that：
The prefabricated filled-in panel（3）Upper end pass through door shape spring steel connector link and the steel-frame beam of top（2）Connection, lower end and lower section
Steel-frame beam（2）It is welded and fixed；
The prefabricated filled-in panel（3）With the steel-frame beam of top（2）And left and right Steel Frame Column（1）Between gap in fill out
Filled with flexible material（5）；
The prefabricated filled-in panel（3）With flexible material（5）Both side surface have float coat（6）.
2. the assembled steel frame wall filled with masonry system of according to claim 1 shape steel disc connection, it is characterised in that：It is described
Flexible material（5）With prefabricated filled-in panel（3）And have fluid sealant in the seam of rectangle steel frame.
3. the assembled steel frame wall filled with masonry system of according to claim 1 shape steel disc connection, it is characterised in that：It is described
Prefabricated filled-in panel（3）Including lightweight insulating concrete（3-1）Be cast in lightweight insulating concrete（3-1）Interior wallboard bone
Frame；
The Wallboard-framework includes the light steel frame of rectangle（3-2）Be vertically connected on light steel frame（3-2）Structure between opposite side
Make framework of steel reinforcement（3-3）, wherein light steel frame（3-2）It is the rectangle steel framework, its end face and prefabricated filling enclosed by C-type steel
Wallboard（3）Concordantly.
4. the assembled steel frame wall filled with masonry system of according to claim 3 shape steel disc connection, it is characterised in that：It is described
Distributing bar skeleton（3-3）Including vertical distributing bar post and horizontal tectonics reinforcing bar beam, vertical distributing bar post and horizontal tectonics
Reinforcing bar beam intersects to form cross or groined type, by light steel frame（3-2）It is divided into territory element.
5. the assembled steel frame wall filled with masonry system of according to claim 4 shape steel disc connection, it is characterised in that：Each
Parallel drawknot has two reinforcing bars to form double-deck cross wise reinforcement skeleton between diagonal in territory element（3-4）.
6. the assembled steel frame wall filled with masonry system of the door shape steel disc connection according to claim 1 to 5 any one, it is special
Levy and be：The door shape spring steel connector link 4 is in the door font fallen, is bent successively by steel disc, including upper horizontal segment（4-
1）, by upper horizontal segment（4-1）End laterally, inclined downward bending upper oblique section（4-2）, by upper oblique section（4-2）
On the inside of end, oblique section under inclined downward bending（4-4）And oblique section under（4-4）What level bent inwards
Lower horizontal segment（4-5）, wherein upper horizontal segment（4-1）, upper oblique section（4-2）Respectively with lower horizontal segment（4-5）, under oblique section（4-
4）It is symmetrical arranged along center line.
7. the assembled steel frame wall filled with masonry system of according to claim 6 shape steel disc connection, it is characterised in that：It is described
Upper horizontal segment（4-1）With lower horizontal segment（4-5）It is parallel, and upper horizontal segment（4-1）With upper oblique section（4-2）Angulation is 135 °
~150 °, upper oblique section（4-2）Oblique section with（4-4）Angulation be 60 °~90 °, under oblique section（4-4）With lower horizontal segment
（4-5）Angulation is 135 °~150 °.
8. the assembled steel frame wall filled with masonry system of according to claim 7 shape steel disc connection, it is characterised in that：It is described
Upper horizontal segment（4-1）With lower horizontal segment（4-5）Relative side correspondence is connected with pad（4-3）.
9. the assembled steel frame wall filled with masonry system of according to claim 8 shape steel disc connection, it is characterised in that：It is described
Door shape spring steel connector link（4）It is distributed along the length of prefabricated filled wall to uniform intervals, its spacing is 200~500mm.
10. the assembled steel frame wall filled with masonry system of according to claim 9 shape steel disc connection, it is characterised in that：Door
Shape spring steel connector link（4）Upper horizontal segment（4-1）With prefabricated filled-in panel（3）The steel-frame beam of top（2）It is welded and fixed, lower water
Flat section（4-5）With prefabricated filled-in panel（3）Light steel frame be welded and fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621465739.0U CN206337678U (en) | 2016-12-29 | 2016-12-29 | The assembled steel frame wall filled with masonry system of door shape steel disc connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621465739.0U CN206337678U (en) | 2016-12-29 | 2016-12-29 | The assembled steel frame wall filled with masonry system of door shape steel disc connection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206337678U true CN206337678U (en) | 2017-07-18 |
Family
ID=59303985
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621465739.0U Expired - Fee Related CN206337678U (en) | 2016-12-29 | 2016-12-29 | The assembled steel frame wall filled with masonry system of door shape steel disc connection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206337678U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760061A (en) * | 2016-12-29 | 2017-05-31 | 河北建筑工程学院 | The assembled steel frame wall filled with masonry system and its construction method of door shape steel disc connection |
| CN114457935A (en) * | 2022-02-23 | 2022-05-10 | 凯第建筑集团有限公司 | Flexible connection structure for steel structure high-rise building |
| CN114562036A (en) * | 2021-11-21 | 2022-05-31 | 中冶建筑研究总院（深圳）有限公司 | Self-resetting connection node between steel frame and composite wallboard and assembly type building thereof |
| CN115506488A (en) * | 2022-10-09 | 2022-12-23 | 中建中原建筑设计院有限公司 | Method for connecting prefabricated sandwich heat-insulation peripheral retaining wall |
-
2016
- 2016-12-29 CN CN201621465739.0U patent/CN206337678U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760061A (en) * | 2016-12-29 | 2017-05-31 | 河北建筑工程学院 | The assembled steel frame wall filled with masonry system and its construction method of door shape steel disc connection |
| CN114562036A (en) * | 2021-11-21 | 2022-05-31 | 中冶建筑研究总院（深圳）有限公司 | Self-resetting connection node between steel frame and composite wallboard and assembly type building thereof |
| CN114457935A (en) * | 2022-02-23 | 2022-05-10 | 凯第建筑集团有限公司 | Flexible connection structure for steel structure high-rise building |
| CN115506488A (en) * | 2022-10-09 | 2022-12-23 | 中建中原建筑设计院有限公司 | Method for connecting prefabricated sandwich heat-insulation peripheral retaining wall |
| CN115506488B (en) * | 2022-10-09 | 2024-03-22 | 中建中原建筑设计院有限公司 | Method for connecting prefabricated sandwich heat-insulating peripheral retaining wall |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170718 Termination date: 20211229 |