CN205669284U - The cast-in-place Integral Steel frame wall filled with masonry system that a kind of spring connects - Google Patents
The cast-in-place Integral Steel frame wall filled with masonry system that a kind of spring connects Download PDFInfo
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- CN205669284U CN205669284U CN201620538055.2U CN201620538055U CN205669284U CN 205669284 U CN205669284 U CN 205669284U CN 201620538055 U CN201620538055 U CN 201620538055U CN 205669284 U CN205669284 U CN 205669284U
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Abstract
The cast-in-place Integral Steel frame wall filled with masonry system that a kind of spring connects, this system includes the rectangular frame enclosed by Vierendeel girder and frame column and the cast-in-place filled wall being cast in rectangular frame, it is connected flexible device between the left and right sides and the frame column of described cast-in-place filled wall, between upside and left and right sides with adjacent Vierendeel girder and the frame column of cast-in-place filled wall, is filled with flame retardant flexible packing material.This utility model uses the mode flexibly connected, allow, between rectangular frame and filled wall, relative displacement and corner occur, it is that a kind of cast-in-place monoblock type fills wall, its efficiency of construction is high, overall performance is good, reduce labor intensity, and it is good as first anti-vibration defense lines anti-seismic performance, use the form of construction work of cast-in-place concrete in construction, saved the input of the time of building by laying bricks or stones and manpower, improve efficiency of construction, reduce construction cost.Can be widely applied to steel frame and fill wall construction.
Description
Technical field
This utility model relates to building engineering field, particularly a kind of filled wall system.
Background technology
Frame wall filled with masonry some small-sized hollow building blocks of many employings or porous brick are built by laying bricks or stones at present, pass through with agent structure
A number of lacing wire connects, but this structure exists certain defect.
For structure tension performance, due to the problem of masonry quality, filling wall overall performance is poor, under geological process,
Fill wall and the sliding rupture of masonry mortar layer easily occurs.Meanwhile, masonry mortar easily occurs shrinking now during air-drying
As, cause filled wall to occur sedimentation to depart from Vierendeel girder, thus produce crack.
For from construction, building block or building by laying bricks or stones of brick body are wasted time and energy, and add cost of labor, reduce efficiency of construction.
For the energy-saving heat preserving angle of body of wall, existing building block and brick body material can not reach body of wall energy-saving heat preserving mostly to be wanted
Ask, need to do external thermal insulation at surface of wall and process, and external thermal insulation usually uses the inflammable sheet material such as styrofoam, extruded sheet, building
There is disaster hidden-trouble, add potential safety hazard.
Additionally, the Slope protection filling wall in steel-frame structure is mainly under geological process, fill wall and steel frame
Can not cooperative transformation, mostly because steel frame and to fill wall be to be rigidly connected, steel frame and filling do not have between wall relative displacement and
Corner, therefore, fills wall and is the most directly destroyed in earthquake, lose the Protection significance of body of wall itself.
Utility model content
The purpose of this utility model is to provide the cast-in-place Integral Steel frame wall filled with masonry system that a kind of spring connects, and solve
Existing steel frame fills that wall overall performance is poor, insulation and the bad technical problem of anti seismic efficiency；Solve steel frame and filling
Wall is the problem of deformation under geological process；And solve existing steel frame filling wall construction problem complicated, inefficient.
For achieving the above object, this utility model adopts the following technical scheme that
The cast-in-place Integral Steel frame wall filled with masonry system that a kind of spring connects, including enclosed by Vierendeel girder and frame column
Rectangular frame and the cast-in-place filled wall being cast in rectangular frame, the left and right sides of described cast-in-place filled wall and frame column it
Between connect flexible device, be filled with resistance between upside and left and right sides with adjacent Vierendeel girder and the frame column of cast-in-place filled wall
The flexible packing material of combustion.
Described cast-in-place filled wall is to be positioned at the exterior wall of building external or be positioned at the interior wall of interior of building.
When described cast-in-place filled wall is exterior wall, walls concrete is the light aggregate concrete with heat insulation function.
When described cast-in-place filled wall is interior wall, walls concrete is conventional lightweight concrete.
The aggregate size of the concrete of described cast-in-place filled wall is not more than 5mm.
Described flame retardant flexible packing material and the gap of frame column, Vierendeel girder and cast-in-place filled wall are close by fluid sealant
Envelope.
Described flame retardant flexible packing material every side surface side surface more every than cast-in-place filled wall low 8～12mm, flame retardant flexible
The every side surface of packing material is by smearing waterproof anti-crack mortar and cast-in-place filled wall flush with outer surface.
Described cast-in-place filled wall be reinforced concrete wall, its be shaped as up-narrow and down-wide trapezoidal, away from frame bottom body of wall
The distance of trestle is 10～20mm, and the top distance away from frame column is 50～70mm, and the distance away from Vierendeel girder is 50～60mm.
The inner skeleton of described cast-in-place filled wall include double steel bar mesh sheet and be connected horizontally on double steel bar mesh sheet it
Between lacing wire 5.
The thickness of wall body being smaller than cast-in-place filled wall between described double steel bar mesh sheet.
Described reinforced mesh includes the horizontal tension rib at middle part and the top not being positioned at cast-in-place filled wall and draws along level
The vertical tension rib of twice that knot muscle length is laid to 1/3,2/3 position.
Wherein the horizontal tension rib at top is away from cast-in-place filled wall top 100～200mm, bottom described vertical tension rib with
Vierendeel girder is fixing to be connected, distance from top top frame beam 40～60mm.
Described elastic device inside flame retardant flexible packing material, correspondence is connected between reinforced mesh and frame column.
Described elastic device includes that steel disc that two panels parallel interval arranges and level are fixedly connected between two steel discs
Spring, wherein side steel disc is welded and fixed with frame column, and opposite side steel disc correspondence is welded on the horizontal tension rib end of reinforced mesh
Portion.
Compared with prior art this utility model has the characteristics that and beneficial effect:
This utility model overcome conventional steel frame wall filled with masonry be combined with steel frame that effect is bad, overall performance is poor, construction
The shortcoming wasted time and energy, solves optimized construction method, improves efficiency of construction, the technical problem of reduction construction cost.
The setting of elastic device of the present utility model and reinforced mesh is effectively guaranteed cast-in-place filled wall and rectangle frame
The disengaging of frame, and make under geological process or wind action, rectangular frame and cast-in-place filled wall really realize relative level
Sliding, it is achieved both flexibly connect, additionally, the setting of reinforced mesh and elastic device avoids toppling of cast-in-place filled wall
Destroy.
Cast-in-place filled wall of the present utility model uses up-narrow and down-wide trapezium structure, on matched elastic device is then
Under width narrow, up big and down small consistent with rectangular frame displacement under geological process, avoid cast-in-place filled wall to greatest extent
Destroy.
Cast-in-place filled wall of the present utility model uses one-piece casting, and the wall integrity after pouring can be good, body of wall itself
A rigid body can be regarded as, do not have crack.Concrete material used has the feature of light weight, body of wall under geological process
Suffered geological process is little, reduces the possibility that body of wall is destroyed under geological process to greatest extent.
For overall performance, there is compared with building block and brick masonry superior overall performance, it is to avoid wall during use
Self there is crack in body, it is to avoid body of wall generation local failure under geological process.
For construction, the form of construction work of cast-in-place concrete, save the input of the time of building by laying bricks or stones and manpower, improve construction
Efficiency, reduce construction cost.
For heat-insulating property, outer filling wall is that self-heat conserving fills wall, it is achieved structural thermal insulation integration, has good guarantor
Temperature heat-proof quality, it is to avoid hollowing that external application insulation material occurs, ftracture, the defect such as come off, and has saved the construction cost of external thermal insulation.
To sum up, this utility model uses the mode flexibly connected, it is allowed to occur relatively between rectangular frame and filled wall
Displacement and corner, be that a kind of cast-in-place monoblock type fills wall, and its efficiency of construction is high, overall performance is good, reduce labor intensity, Er Qiezuo
Good for first anti-vibration defense lines anti-seismic performance.
This utility model can be widely applied to steel frame and fills wall construction.
Accompanying drawing explanation
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is this utility model cast-in-place Integral Steel frame wall filled with masonry architectural schematic.
Fig. 2 is this utility model cast-in-place Integral Steel frame column, fills wall attachment structure schematic diagram.
Fig. 3 is this utility model cast-in-place Integral Steel Vierendeel girder, fills wall attachment structure schematic diagram.
Fig. 4 is this utility model cast-in-place Integral Steel framework spring assembly structural representation.
Reference: 1-frame column, 2-Vierendeel girder, the cast-in-place filled wall of 3-, 4-reinforced mesh, 5-lacing wire, 6-bullet
Property device, 61-spring, 62-steel disc, 7-flame retardant flexible packing material, 8-waterproof anti-crack mortar.
Detailed description of the invention
Embodiment sees shown in Fig. 1～4, this spring connect cast-in-place Integral Steel frame wall filled with masonry system, including by
The rectangular frame that Vierendeel girder 2 and frame column 1 enclose and the cast-in-place filled wall 3 being cast in rectangular frame, described cast-in-place fill out
Filling body of wall 3 for up-narrow and down-wide trapezoidal, wherein bottom body of wall, distance away from frame column 1 is 20mm, the top distance away from frame column 1
For 70mm, the distance away from Vierendeel girder is 50mm, between cast-in-place filled wall 3 and the frame column 1 of both sides and the Vierendeel girder 2 of top
It is filled with flame retardant flexible packing material 7.
Described cast-in-place filled wall 3 is to be positioned at the exterior wall of building external or be positioned at the interior wall of interior of building, described in fill out
Filling walls concrete when wall is exterior wall is the light aggregate concrete with heat insulation function, including pumecrete, foam concrete,
Haydite concrete, combined lightweight aggregate concrete etc.；When described filling wall is interior wall, walls concrete is conventional lightweight concrete；Institute
The aggregate size stating the concrete filling wall is not more than 5mm.
Described flame retardant flexible packing material 7 is distributed between cast-in-place filled wall 3 edge and frame column 1 and Vierendeel girder 2,
Gap fluid sealant joint seal, flame retardant flexible packing material 7 both side surface is below cast-in-place filled wall 3 both side surface 10mm, indentation
Place's later stage is floating with waterproof anti-crack mortar 8, and described flame retardant flexible packing material 7 is fire-retardant styrofoam.
Shown in Figure 2, the internal framework of steel reinforcement of described cast-in-place filled wall 3 includes double steel bar mesh sheet 4 and level even
The lacing wire 5 being connected between reinforced mesh, described reinforced mesh 4 is formed by horizontal tension rib and vertical tension rib intersection drawknot, its
Middle horizontal tension rib lays respectively at middle part and the top of cast-in-place filled wall 3, and top tension rib is away from cast-in-place filled wall 3 top surface
150mm, vertical tension rib horizontal tension rib length to 1/3 and 2/3 position lay twice, the bottom of vertical tension rib with under
The Vierendeel girder 2 of side is fixing to be connected, and top is not connected with the Vierendeel girder 2 of top, the Vierendeel girder 50mm of distance top.Double layer bar
The thickness being smaller than cast-in-place filled wall 3 body of wall between sheet 4.
Flexible device 6 it is connected between described cast-in-place filled wall 3 and frame column 1, shown in Figure 4, described elastic dress
Put 6 and include steel disc 62 that two panels parallel interval arranges and the spring 61 that level is fixedly connected between two steel discs, see Fig. 2 institute
Showing, it is internal that described elastic device 6 is positioned at flame retardant flexible packing material 7, and wherein side steel disc is welded and fixed with frame column 1, another
Side steel disc correspondence is welded on the side of reinforced mesh 4, and shown in Figure 1, steel disc correspondence is welded on the end of horizontal tension rib.This
Plant spring connection and can ensure that steel frame deformation under geological process does not interferes with filling wall main body, it is to avoid edge concrete is pressed
Broken.
The construction method of the cast-in-place Integral Steel frame wall filled with masonry system that spring of the present utility model connects, concrete steps are such as
Under:
Step one, snap the line positions；Eject bottom elastic device 6 and cast-in-place filled wall 3, top and the position of formwork erection
Line.
Step 2, is respectively welded at the middle part of frame column 1 and the position away from cast-in-place filled wall 3 top 150mm even respectively
Connect the steel disc 62 of elastic device 6 side.
Step 3, connects reinforced mesh 4: correspondence is welded to connect twice at the steel disc 62 of each elastic device 6 opposite side
Horizontal tension rib, arranges lacing wire 5 every 600mm between the horizontal tension rib of twice, horizontal tension rib length to 1/3 and 2/3
Put the corresponding laying vertical tension rib of twice.
Step 4, according to snap the line size, arranges flame retardant flexible packing material 7 inside frame column 1 and top frame beam, and
Fluid sealant joint seal, flame retardant flexible packing material 7 is used to be obliquely installed the hypotenuse of laminating later stage cast-in-place filled wall 3, at elastic device 6
Position, flame retardant flexible packing material 7 is arranged on the inner side of the steel disc being connected with frame column, the thickness of flame retardant flexible packing material 7
Spend the little 20mm of thickness than cast-in-place filled wall 3.
Step 5, installs and pours plank sheathing, and the formwork for placing installed is than 50mm low bottom the Vierendeel girder 2 of top.Filling
On the position of wall side, plank sheathing is provided with the batten stopping that concrete flows to.
Step 6, pours walls concrete, uses the mode of placement layer by layer when pouring, and concrete every layer pours height and is
1m, after often pouring a layer concrete, beats template, vibrated concrete, continues to pour last layer and mix before lower-layer concrete initial set
Solidifying soil.It is poured into away from the bottom of Vierendeel girder during 50mm, stops pouring.
Step 7, casting concrete was collapsible die after 24 hours, can use the mode maintenance that thin film covers, one week left side of maintenance
Right.
Step 8, fills flame retardant flexible packing material 7 between Vierendeel girder 2 and cast-in-place filled wall 3 up, and with close
Sealing joint seal.
Step 9, all smears the thick waterproof anti-crack mortar 8 of 10mm in flame retardant flexible packing material 7 both side surface, to existing
Water filled wall 3 flush, so far, complete the construction of cast-in-place filled wall system.
Claims (10)
1. the cast-in-place Integral Steel frame wall filled with masonry system that spring connects, encloses including by Vierendeel girder (2) and frame column (1)
The rectangular frame become and the cast-in-place filled wall (3) being cast in rectangular frame, it is characterised in that: described cast-in-place filled wall
(3) be connected between the left and right sides with frame column (1) flexible device (6), the upside of cast-in-place filled wall (3) and left and right sides with
Flame retardant flexible packing material (7) it is filled with between adjacent Vierendeel girder and frame column.
The cast-in-place Integral Steel frame wall filled with masonry system that spring the most according to claim 1 connects, it is characterised in that: described
Cast-in-place filled wall (3) is for be positioned at the exterior wall of building external or to be positioned at the interior wall of interior of building；
When described cast-in-place filled wall (3) is exterior wall, walls concrete is the light aggregate concrete with heat insulation function；
When described cast-in-place filled wall (3) is interior wall, walls concrete is conventional lightweight concrete.
The cast-in-place Integral Steel frame wall filled with masonry system that spring the most according to claim 2 connects, it is characterised in that: described
The aggregate size of the concrete of cast-in-place filled wall (3) is not more than 5mm.
The cast-in-place Integral Steel frame wall filled with masonry system that spring the most according to claim 1 connects, it is characterised in that: described
Flame retardant flexible packing material (7) passes through sealant sealing with the gap of frame column, Vierendeel girder and cast-in-place filled wall 3.
The cast-in-place Integral Steel frame wall filled with masonry system that spring the most according to claim 4 connects, it is characterised in that: described
The every side surface of flame retardant flexible packing material side surface low 8～12mm more every than cast-in-place filled wall (3), flame retardant flexible packing material is every
Side surface is by smearing waterproof anti-crack mortar (8) and cast-in-place filled wall (3) flush with outer surface.
6. the cast-in-place Integral Steel frame wall filled with masonry system connected according to the spring described in claim 1 to 5 any one, it is special
Levy and be: described cast-in-place filled wall (3) be reinforced concrete wall, its be shaped as up-narrow and down-wide trapezoidal, bottom body of wall away from
The distance of frame column is 10～20mm, and the top distance away from frame column is 50～70mm, and the distance away from Vierendeel girder is 50～60mm.
The cast-in-place Integral Steel frame wall filled with masonry system that spring the most according to claim 6 connects, it is characterised in that: described
The inner skeleton of cast-in-place filled wall (3) includes double steel bar mesh sheet (4) and is connected horizontally on drawing between double steel bar mesh sheet
Muscle (5)；
The thickness of wall body being smaller than cast-in-place filled wall (3) between described double steel bar mesh sheet.
The cast-in-place Integral Steel frame wall filled with masonry system that spring the most according to claim 7 connects, it is characterised in that: described
Reinforced mesh (4) includes the horizontal tension rib at middle part and the top not being positioned at cast-in-place filled wall and along horizontal tension rib length to 1/
3, the vertical tension rib of twice that 2/3 position is laid；
Wherein the horizontal tension rib at top is away from cast-in-place filled wall top 100～200mm, bottom described vertical tension rib and framework
Beam is fixing to be connected, distance from top top frame beam 40～60mm.
The cast-in-place Integral Steel frame wall filled with masonry system that spring the most according to claim 8 connects, it is characterised in that: described
Elastic device (6) is positioned at that flame retardant flexible packing material is internal, corresponding to be connected between reinforced mesh (4) and frame column.
The cast-in-place Integral Steel frame wall filled with masonry system that spring the most according to claim 9 connects, it is characterised in that: institute
State steel disc (62) that elastic device includes that two panels parallel interval arranges and level is fixedly connected on the spring between two steel discs
(61), wherein side steel disc is welded and fixed with frame column (1), and opposite side steel disc correspondence is welded on the level of reinforced mesh (4) and draws
Knot muscle end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620538055.2U CN205669284U (en) | 2016-06-06 | 2016-06-06 | The cast-in-place Integral Steel frame wall filled with masonry system that a kind of spring connects |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620538055.2U CN205669284U (en) | 2016-06-06 | 2016-06-06 | The cast-in-place Integral Steel frame wall filled with masonry system that a kind of spring connects |
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| Publication Number | Publication Date |
|---|---|
| CN205669284U true CN205669284U (en) | 2016-11-02 |
Family
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620538055.2U Expired - Fee Related CN205669284U (en) | 2016-06-06 | 2016-06-06 | The cast-in-place Integral Steel frame wall filled with masonry system that a kind of spring connects |
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| Country | Link |
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| CN (1) | CN205669284U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049717A (en) * | 2016-06-06 | 2016-10-26 | 河北建筑工程学院 | Cast-in-situ integral type steel frame filler wall system connected through springs and construction method thereof |
| CN109837995A (en) * | 2019-03-18 | 2019-06-04 | 武汉理工大学 | A kind of frame-filling wall flexible connecting structure |
-
2016
- 2016-06-06 CN CN201620538055.2U patent/CN205669284U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049717A (en) * | 2016-06-06 | 2016-10-26 | 河北建筑工程学院 | Cast-in-situ integral type steel frame filler wall system connected through springs and construction method thereof |
| CN109837995A (en) * | 2019-03-18 | 2019-06-04 | 武汉理工大学 | A kind of frame-filling wall flexible connecting structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20161102 |