CN106760061A - The assembled steel frame wall filled with masonry system and its construction method of door shape steel disc connection - Google Patents
The assembled steel frame wall filled with masonry system and its construction method of door shape steel disc connection Download PDFInfo
- Publication number
- CN106760061A CN106760061A CN201611244664.8A CN201611244664A CN106760061A CN 106760061 A CN106760061 A CN 106760061A CN 201611244664 A CN201611244664 A CN 201611244664A CN 106760061 A CN106760061 A CN 106760061A
- Authority
- CN
- China
- Prior art keywords
- steel
- filled
- steel frame
- panel
- frame
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
- E04B2/68—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
A kind of the assembled steel frame wall filled with masonry system and its construction method of the connection of shape steel disc, including the rectangle steel frame enclosed by Steel Frame Column and steel-frame beam and the prefabricated filled-in panel that is filled in steel frame, the upper end of the prefabricated filled-in panel is connected by door shape spring steel connector link with the steel-frame beam of top, and lower end is welded and fixed with the steel-frame beam of lower section；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；Prefabricated filled-in panel has float coat with the both side surface of flexible material.The installation of present invention 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 is saved, improved efficiency of construction, and quick and easy for installation, easy construction, reduced construction cost.The composite can be widely applied to steel frame assembled filling wall construction in.
Description
Technical field
The present invention relates to building engineering field, particularly a kind of assembled steel frame wall filled with masonry system and its construction method.
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 increasingly to fall behind；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, and technique is cumbersome, quality it cannot be guaranteed that.
The Slope protection of the 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, and filling wall is in earthquake
Directly there is the situation of corner extruding destruction.
The content of the invention
The assembled steel frame wall filled with masonry system and its construction party connected it is an object of the invention to provide a kind of shape steel disc
Method, solves existing filling wall and steel frame and is unable to the technical problem of cooperative transformation, and solves filling wall from great, it is impossible to steel framework
The good connection of frame, poor seismic behavior does not have the series of technical such as good heat-insulating property.
To achieve the above object, the present invention 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
Rectangle steel frame and the prefabricated filled-in panel being filled in steel frame, the upper end of the prefabricated filled-in panel pass through door shape steel disc
Connector is connected with the steel-frame beam of top, and lower end is welded and fixed with the steel-frame beam of lower section.
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 prefabricated filled-in panel has float coat with the both side surface of flexible material.
There is fluid sealant in the flexible material and the seam of prefabricated filled-in panel and rectangle steel frame.
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 the rectangle steel framework that is enclosed by C-type steel, its end face 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 for falling, and is bent successively by steel disc, including upper horizontal segment, by
Upper horizontal segment end laterally, inclined downward bending upper oblique section, by upper oblique section of end inner side, inclined downward bend
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.
Described door shape spring steel connector link along prefabricated filled wall length to uniform intervals be distributed, 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
Light steel frame with prefabricated filled-in panel is welded and fixed.
A kind of construction method of the assembled steel frame wall filled with masonry system of the shape of door as mentioned steel disc connection, specific steps are such as
Under：
Step one, by door shape spring steel connector link according to being equally spaced, its lower horizontal segment correspondence is welded on prefabricated filled-in panel
On light steel frame.
Step 2, line setting places the prefabricated filled-in panel for being connected with a shape spring steel connector link by temporary support
In installation site.
Step 3, the light steel frame of prefabricated filled-in panel is welded and fixed with the steel-frame beam of lower section.
Step 4, the upper horizontal segment of door shape spring steel connector link and the steel-frame beam of top are welded and fixed.
Step 5, the filling flexible material between rectangle steel frame and prefabricated filled-in panel, it is ensured that filling is closely knit, fastening.
Step 6, fluid sealant joint seal is used in the seam crossing of flexible material and rectangle steel frame and prefabricated filled-in panel.
Step 7, float coat is done in flexible material with the outer surface of prefabricated filled-in panel, so far, completes the connection of door shape steel disc
Assembled steel frame wall filled with masonry system construction.
Compared with prior art the invention has the characteristics that and beneficial effect：
1st, instant invention overcomes traditional construction efficiency it is low, industrialization degree is low, labor cost is high the problems such as shortcoming, the present invention
Solving tradition filling wall can not have good connection with steel frame, and filling wall easily breaks from great poor seismic behavior during earthquake
Bad, poor thermal insulation property, overall performance is poor, and low construction efficiency, industrialization level is low, and the low technology of easy construction labour intensity is asked
Topic.
2nd, door shape steel plate connector of the invention has good cold-bending property, and door shape steel plate connector is in prefabricated filling wall
The rigidity of plate thickness direction is big, ensure that the stabilization in the outer direction of plane in prefabricated filled-in panel.Under geological process, steel framework
Relative displacement can be formed between frame and prefabricated filled-in panel, prefabricated filled-in panel and steel frame each side planar is realized
To cooperative transformation.
3rd, steel frame filled wall system of the invention uses assembled, is flexibly connected between steel frame and filling wall, Ke Yifa
Raw relative displacement and corner, it is to avoid steel frame and prefabricated filled-in panel are unable to cooperative transformation, are 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
Show clearly, and strengthen the overall performance of prefabricated filled-in panel, 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 is saved,
Efficiency of construction, and quick and easy for installation, easy construction are improved, construction cost is reduced.
The composite can be widely applied to steel frame assembled filling wall construction in.
Brief description of the drawings
The present invention will be further described in detail below in conjunction with the accompanying drawings.
Fig. 1 is the attachment structure schematic diagram of present invention filling wall and steel frame.
Fig. 2 is the attachment structure schematic diagram of door shape spring steel connector link of the present invention.
Fig. 3 is the structural representation of door shape spring steel connector link of the present invention.
Fig. 4 is the inner skeleton structural representation of present invention filling wall.
Fig. 5 is the structural representation of present invention filling wall and the filling of steel frame seam.
Fig. 6 is the structural representation after the completion of present invention 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 link, 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-.
Specific embodiment
Embodiment referring to shown in Fig. 1, Fig. 5, Fig. 6, wrap by the assembled steel frame wall filled with masonry system of this door shape steel disc connection
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 lower end is welded with the steel-frame beam 2 of lower section
Connect fixation；Connectionless between the Steel Frame Column 1 of prefabricated filled-in panel 3 and left and right, both clearance distances are 20mm~30mm, referring to
Fill flexible shown in Fig. 5, 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-
There is fluid sealant in styrenic foams plate and the seam edge of prefabricated filled-in panel 3 and rectangle steel frame.
Shown in Figure 6, the prefabricated filled-in panel 3 for assembling integrally is coated with float coat with the two sides of flexible material 5
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 rectangle steel framework, its end face and the 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, in 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 for falling, and 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 form under under section 4-2 ends inner side, 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, the side upper horizontal segment 4-1 relative with lower horizontal segment 4-5 is corresponding to be connected with pad 4-3.
Shown in Figure 2, the upper horizontal segment 4-1 is welded and fixed with the steel-frame beam 2 of the top of prefabricated filled-in panel 3, under
Horizontal segment 4-5 is welded and fixed with the light steel frame of prefabricated filled-in panel 3.
Described door shape spring steel connector link 4 along prefabricated filled wall length to uniform intervals be distributed, 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 present invention, comprises the following steps that：
Step one, is fixed by C-type steel and encloses 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 the relevant position welded steel double cross wise reinforcement skeleton 3- of light steel frame 3-2 and distributing bar skeleton 3-3
4。
Step 4, the Wallboard-framework that check is welded.
Step 5, in suitable area by Wallboard-framework horizontal positioned, carries out pouring for lightweight insulating concrete 3-1.
Step 6, natural curing meets execution conditions until concrete reaches some strength.
The construction method of the assembled steel frame wall filled with masonry system of the door shape steel disc connection that the present invention is provided, specific steps are such as
Under：
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 filling wall
On the light steel frame of plate 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 is welded and fixed with the steel-frame beam 2 of lower section.
Step 4, the upper horizontal segment 4-1 of door shape spring steel connector link 4 is welded and fixed with the steel-frame beam 2 of top.
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 polystyrene foam plate with the outer surface of 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 that a kind of shape steel disc is connected, it is characterised in that：Including by Steel Frame Column（1）With
Steel-frame beam（2）The rectangle steel frame for enclosing and the prefabricated filled-in panel being filled in steel frame（3）, it is characterised in that：
The prefabricated filled-in panel（3）The upper end steel-frame beam that passes through door shape spring steel connector link and 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 that according to claim 1 shape steel disc is connected, 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 that according to claim 1 shape steel disc is connected, 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 rectangle steel framework, its end face and the prefabricated filling enclosed by C-type steel
Wallboard（3）Concordantly.
4. the assembled steel frame wall filled with masonry system that according to claim 3 shape steel disc is connected, 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 that according to claim 4 shape steel disc is connected, 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 that the door shape steel disc according to claim 1 to 5 any one is connected, it is special
Levy and be：The door shape spring steel connector link 4 is in the door font for falling, and 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）
Oblique section under end inner side, 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 that according to claim 6 shape steel disc is connected, 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 that according to claim 7 shape steel disc is connected, 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 that according to claim 8 shape steel disc is connected, it is characterised in that：It is described
Door shape spring steel connector link（4）It is distributed to uniform intervals along the length of prefabricated filled wall, its spacing is 200~500mm；
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）Welding is solid
It is fixed, lower horizontal segment（4-5）With prefabricated filled-in panel（3）Light steel frame be welded and fixed.
10. the assembled steel frame wall filled with masonry system that a kind of door shape steel disc as described in claim 1 to 9 any one is connected
Construction method, it is characterised in that comprise the following steps that：
Step one, by door shape spring steel connector link（4）According to being equally spaced, it descends horizontal segment（4-5）Correspondence is welded on prefabricated filling out
Fill wallboard（3）Light steel frame on；
Step 2, line setting is connected with a shape spring steel connector link by temporary support handle（4）Prefabricated filled-in panel（3）Put
It is placed in installation site；
Step 3, by prefabricated filled-in panel（3）Light steel frame（3-2）With the steel-frame beam of lower section（2）It is welded and fixed；
Step 4, by door shape spring steel connector link（4）Upper horizontal segment（4-1）With the steel-frame beam of top（2）It is welded and fixed；
Step 5, in rectangle steel frame and prefabricated filled-in panel（3）Between filling flexible material, it is ensured that filling it is closely knit, fastening；
Step 6, in flexible material（5）With rectangle steel frame and prefabricated filled-in panel（3）Seam crossing use fluid sealant joint seal；
Step 7, in flexible material（5）With prefabricated filled-in panel（3）Outer surface do float coat（6）, so far, complete door shape steel
The construction of the assembled steel frame wall filled with masonry system of piece connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611244664.8A CN106760061A (en) | 2016-12-29 | 2016-12-29 | The assembled steel frame wall filled with masonry system and its construction method of door shape steel disc connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611244664.8A CN106760061A (en) | 2016-12-29 | 2016-12-29 | The assembled steel frame wall filled with masonry system and its construction method of door shape steel disc connection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106760061A true CN106760061A (en) | 2017-05-31 |
Family
ID=58927615
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611244664.8A Pending CN106760061A (en) | 2016-12-29 | 2016-12-29 | The assembled steel frame wall filled with masonry system and its construction method of door shape steel disc connection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106760061A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797847A (en) * | 2018-08-30 | 2018-11-13 | 河北建筑工程学院 | A kind of assembled steel frame wall filled with masonry structural system and its construction method |
| CN111042375A (en) * | 2019-12-25 | 2020-04-21 | 潍坊科技学院建筑安装公司 | Prefabricated assembled recycled concrete wallboard |
| CN114562035A (en) * | 2021-11-21 | 2022-05-31 | 中冶建筑研究总院（深圳）有限公司 | Folded plate-shaped connecting node between frame structure and wall body and assembly type building thereof |
Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101476360A (en) * | 2009-01-20 | 2009-07-08 | 北京交通大学 | Novel energy-consumption shock-absorbing filling wall board used for frame structure |
| CN102561517A (en) * | 2010-12-07 | 2012-07-11 | 王治国 | Shockproof connector |
| CN203097025U (en) * | 2012-12-20 | 2013-07-31 | 上海钢之杰钢结构建筑有限公司 | Connecting device for reinforced concrete beam and cold-bent thin steel wall |
| CN103397595A (en) * | 2013-08-05 | 2013-11-20 | 清华大学 | Metal damper and design method thereof |
| KR20130139627A (en) * | 2012-06-13 | 2013-12-23 | 주식회사 포스코 | Steel plate shear wall structure using block assembly |
| CN103899011A (en) * | 2012-12-24 | 2014-07-02 | 上海钢之杰钢结构建筑有限公司 | Connecting structure of cold-bending thin-wall steel non-bearing wall and steel beam |
| CN203808291U (en) * | 2014-05-01 | 2014-09-03 | 西安科技大学 | Prefabricated lattice shear wallboard |
| CN204040236U (en) * | 2014-03-25 | 2014-12-24 | 北京建筑大学 | A kind of Novel U-shaped steel plate energy consuming mechanism |
| CN104746774A (en) * | 2015-04-01 | 2015-07-01 | 同济大学 | Beam through type corrugated steel plate energy consumption shear wall structure |
| CN104763078A (en) * | 2015-04-23 | 2015-07-08 | 湖南大学 | Shock-absorption type frame-shear wall combination structure system and construction method thereof |
| CN104947848A (en) * | 2015-06-18 | 2015-09-30 | 北京大工简筑科技有限公司 | Assembly type house light steel composite wallboard and mounting method thereof |
| CN105297954A (en) * | 2015-10-30 | 2016-02-03 | 山东大学 | Steel frame building wall with damping joints and construction method thereof |
| CN205296573U (en) * | 2016-01-08 | 2016-06-08 | 杜建卫 | Assembly type structure load -bearing wall panel |
| CN105937263A (en) * | 2016-06-06 | 2016-09-14 | 河北建筑工程学院 | Prefabricated steel frame infill wall system and construction method thereof |
| CN206337678U (en) * | 2016-12-29 | 2017-07-18 | 河北建筑工程学院 | The assembled steel frame wall filled with masonry system of door shape steel disc connection |
-
2016
- 2016-12-29 CN CN201611244664.8A patent/CN106760061A/en active Pending
Patent Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101476360A (en) * | 2009-01-20 | 2009-07-08 | 北京交通大学 | Novel energy-consumption shock-absorbing filling wall board used for frame structure |
| CN102561517A (en) * | 2010-12-07 | 2012-07-11 | 王治国 | Shockproof connector |
| KR20130139627A (en) * | 2012-06-13 | 2013-12-23 | 주식회사 포스코 | Steel plate shear wall structure using block assembly |
| CN203097025U (en) * | 2012-12-20 | 2013-07-31 | 上海钢之杰钢结构建筑有限公司 | Connecting device for reinforced concrete beam and cold-bent thin steel wall |
| CN103899011A (en) * | 2012-12-24 | 2014-07-02 | 上海钢之杰钢结构建筑有限公司 | Connecting structure of cold-bending thin-wall steel non-bearing wall and steel beam |
| CN103397595A (en) * | 2013-08-05 | 2013-11-20 | 清华大学 | Metal damper and design method thereof |
| CN204040236U (en) * | 2014-03-25 | 2014-12-24 | 北京建筑大学 | A kind of Novel U-shaped steel plate energy consuming mechanism |
| CN203808291U (en) * | 2014-05-01 | 2014-09-03 | 西安科技大学 | Prefabricated lattice shear wallboard |
| CN104746774A (en) * | 2015-04-01 | 2015-07-01 | 同济大学 | Beam through type corrugated steel plate energy consumption shear wall structure |
| CN104763078A (en) * | 2015-04-23 | 2015-07-08 | 湖南大学 | Shock-absorption type frame-shear wall combination structure system and construction method thereof |
| CN104947848A (en) * | 2015-06-18 | 2015-09-30 | 北京大工简筑科技有限公司 | Assembly type house light steel composite wallboard and mounting method thereof |
| CN105297954A (en) * | 2015-10-30 | 2016-02-03 | 山东大学 | Steel frame building wall with damping joints and construction method thereof |
| CN205296573U (en) * | 2016-01-08 | 2016-06-08 | 杜建卫 | Assembly type structure load -bearing wall panel |
| CN105937263A (en) * | 2016-06-06 | 2016-09-14 | 河北建筑工程学院 | Prefabricated steel frame infill wall system and construction method thereof |
| CN206337678U (en) * | 2016-12-29 | 2017-07-18 | 河北建筑工程学院 | The assembled steel frame wall filled with masonry system of door shape steel disc connection |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797847A (en) * | 2018-08-30 | 2018-11-13 | 河北建筑工程学院 | A kind of assembled steel frame wall filled with masonry structural system and its construction method |
| CN108797847B (en) * | 2018-08-30 | 2023-12-22 | 新疆山水建设工程有限公司 | Assembled steel frame infilled wall structure system and construction method thereof |
| CN111042375A (en) * | 2019-12-25 | 2020-04-21 | 潍坊科技学院建筑安装公司 | Prefabricated assembled recycled concrete wallboard |
| CN111042375B (en) * | 2019-12-25 | 2021-11-05 | 潍坊科技学院建筑安装公司 | Prefabricated assembled recycled concrete wallboard |
| CN114562035A (en) * | 2021-11-21 | 2022-05-31 | 中冶建筑研究总院（深圳）有限公司 | Folded plate-shaped connecting node between frame structure and wall body and assembly type building thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106760053B (en) | Resettable rigid connection assembly type steel frame infilled wall system and construction method thereof | |
| CN206337678U (en) | The assembled steel frame wall filled with masonry system of door shape steel disc connection | |
| CN206337676U (en) | Rigidly connected assembled steel frame wall filled with masonry system can be resetted | |
| CN108978949A (en) | The plug-in filling wall construction system of steel frame, assembled filled-in panel and construction method | |
| CN201649623U (en) | Large basement shearing wall truss type steel tube unilateral formwork supporting structure | |
| CN210164056U (en) | Assembled steel-concrete composite structure building system | |
| CN108708480A (en) | A kind of the frame wall filled with masonry structural system and its construction method of sliding slot limit connection | |
| CN106760061A (en) | The assembled steel frame wall filled with masonry system and its construction method of door shape steel disc connection | |
| CN103758275A (en) | Reinforced concrete plate with shear reinforcement steel channel frame at periphery | |
| CN104878836A (en) | Prefabricated house and construction method thereof | |
| CN203701414U (en) | Reinforced concrete slab surrounded by shear reinforcement channel-steel framework | |
| CN202125104U (en) | Residential building system formed by cast-in-place beam columns and prefabricated sandwich concrete wall slabs | |
| CN110541518A (en) | Non-bearing steel bar net and thin steel plate sandwich composite wall and manufacturing method thereof | |
| CN111305372A (en) | Fabricated steel reinforced concrete structure and construction method thereof | |
| CN107514092B (en) | Light steel framework prefabricated heat-insulation floor slab and construction method | |
| CN115467446A (en) | Assembled steel structure frame and concrete combined structure residential wall construction method | |
| CN108412036A (en) | Assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node | |
| CN212802016U (en) | Building expansion joint steel cover plate with anti-seismic effect | |
| CN204456510U (en) | A kind of Anti-seismic body of wall for 500kV transformer station master control building | |
| CN210562784U (en) | Prefabricated corner wall | |
| CN103046789A (en) | Wrapping refuge cabin of existing masonry structure and construction method thereof | |
| CN208235787U (en) | Assembled shingle nail | |
| CN206110400U (en) | Prefabricated assembly wall body of lightweight steel construction lightweight concrete | |
| CN110295690A (en) | Prefabricated corner wall and construction techniques | |
| CN204475697U (en) | For the thermal-insulating waterproof type built-up roofing in 500kV transformer station master control building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170531 |
|
| RJ01 | Rejection of invention patent application after publication |