CN105937279A - Cast-in-situ integrated steel frame infilled wall system with steel sheets connected in limited mode and construction method - Google Patents
Cast-in-situ integrated steel frame infilled wall system with steel sheets connected in limited mode and construction method Download PDFInfo
- Publication number
- CN105937279A CN105937279A CN201610391857.XA CN201610391857A CN105937279A CN 105937279 A CN105937279 A CN 105937279A CN 201610391857 A CN201610391857 A CN 201610391857A CN 105937279 A CN105937279 A CN 105937279A
- Authority
- CN
- China
- Prior art keywords
- cast
- wall
- steel disc
- place
- 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.)
- Granted
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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
The invention provides a cast-in-situ integrated steel frame infilled wall system with steel sheets connected in a limited mode and a construction method. The system comprises a rectangular frame formed by frame beams and frame columns in an enclosing mode and a cast-in-situ infilled wall poured in the rectangular frame; steel sheet limiting devices are connected between the left side and the right side of the cast-in-situ infilled wall and the frame columns, and the spaces formed between the upper side, the left side and the right side of the cast-in-situ infilled wall and the adjacent frame beams and frame columns are filled with flame-retardant flexible filling materials. According to the cast-in-situ integrated steel frame infilled wall system and the construction method, a flexible connection mode is adopted, relative displacement and corners are allowed between the rectangular frame and the infilled wall, the cast-in-situ integrated infilled wall is high in construction efficiency, good in whole performance, capable of reducing the labor intensity and good in anti-seismic property by serving as a first anti-seismic defense line, a cast-in-situ concrete construction mode is adopted for construction of the wall, the building time and labor input are saved, the construction efficiency is improved, and the construction cost is reduced. The construction method can be widely applied to steel frame infilled wall construction.
Description
Technical field
The present invention relates to building engineering field, particularly a kind of filling wall construction system and construction method thereof.
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, be connected by a number of lacing wire with agent structure, 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, fills wall and the sliding rupture of masonry mortar layer easily occurs.Meanwhile, easily there is shrinkage phenomenon during air-drying in masonry mortar, and causes filled wall to occur sedimentation to depart from Vierendeel girder, thus produces 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 requirement mostly, 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, there is disaster hidden-trouble in building, adds potential safety hazard.
In addition; the Slope protection filling wall in steel-frame structure is mainly under geological process; filling wall and steel frame can not cooperative transformation; mostly because steel frame and filling wall are to be rigidly connected; relative displacement and corner is not had between steel frame and filling wall; therefore, fill wall and be the most directly destroyed in earthquake, lose the Protection significance of body of wall itself.
Summary of the invention
It is an object of the invention to provide cast-in-place Integral Steel frame wall filled with masonry system and the construction method of the spacing connection of a kind of steel disc, solve existing steel frame fill that wall overall performance is poor, insulation and the bad technical problem of anti seismic efficiency；Solve steel frame and fill wall problem of deformation under geological process；And solve existing steel frame filling wall construction problem complicated, inefficient.
For achieving the above object, the present invention adopts the following technical scheme that
A kind of cast-in-place Integral Steel frame wall filled with masonry system of the spacing connection of steel disc, including the rectangular frame enclosed by Vierendeel girder and frame column and the cast-in-place filling wall being cast in rectangular frame, it is connected between the left and right sides and the frame column of described cast-in-place filling wall and has steel disc stopping means, between upside and left and right sides with adjacent Vierendeel girder and the frame column of cast-in-place filling wall, be filled with flame retardant flexible packing material.
Described cast-in-place filling 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 filling wall is exterior wall, walls concrete is the light aggregate concrete with heat insulation function.
When described cast-in-place filling wall is interior wall, walls concrete is conventional lightweight concrete.
The aggregate size of the concrete of described cast-in-place filling wall is not more than 5mm.
Described flame retardant flexible packing material passes through sealant sealing with the gap of frame column, Vierendeel girder and cast-in-place filling wall.
The described every side surface of flame retardant flexible packing material is than the cast-in-place every side surface of filling wall low 8～12mm, and the every side surface of flame retardant flexible packing material is by smearing waterproof anti-crack mortar and cast-in-place filling wall flush with outer surface.
Described cast-in-place filling wall be reinforced concrete wall, its be shaped as up-narrow and down-wide trapezoidal, bottom body of wall, the distance away from 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 inner skeleton of described cast-in-place filling wall includes double steel bar mesh sheet and the lacing wire being connected horizontally between double steel bar mesh sheet.
The thickness of wall body being smaller than cast-in-place filling wall between described double steel bar mesh sheet.
Horizontal tension rib that described reinforced mesh includes middle part and the top not being positioned at cast-in-place filled wall and the vertical tension rib of twice laid to 1/3,2/3 position along horizontal tension rib length.
Wherein the horizontal tension rib at top is away from cast-in-place filled wall top 100～200mm, fixes with Vierendeel girder and be connected bottom described vertical tension rib, distance from top top frame beam 40～60mm.
Described steel disc stopping means inside flame retardant flexible packing material, correspondence is connected between reinforced mesh and frame column.
The spacing bearing of steel disc that described steel disc stopping means includes steel disc and spacing steel disc, described steel disc is connected with frame column vertical welding.
The spacing bearing of described steel disc includes flat board that correspondence is welded on the horizontal tension rib end of reinforced mesh and the limiting plate of two pieces of parallel interval being vertically welded on flat board, and the spacing both sides at steel disc of described limiting plate, the interval of limiting plate is not less than the thickness of steel disc.
The initial lap of splice of described steel disc and limiting plate is not less than 20mm, and the steel disc horizontal sliding distance on spacing bearing is 10～20mm.
The construction method of the cast-in-place Integral Steel frame wall filled with masonry system of a kind of spacing connection of steel disc as mentioned, specifically comprises the following steps that
Step one, snap the line positions.
Step 2, fixes the steel disc connecting steel disc stopping means in frame column relevant position.
Step 3, connects reinforced mesh.
Step 4, the correspondence position at reinforced mesh connects the spacing bearing of steel disc of steel disc stopping means.
Step 5, arranges flame retardant flexible packing material in the inner side of frame column.
Step 6, installs the formwork for placing of cast-in-place filling wall.
Step 7, pours the concrete of cast-in-place filling wall.
Step 8, form removal, maintenance.
Step 9, fills flame retardant flexible packing material between Vierendeel girder and cast-in-place filling wall, and uses fluid sealant joint seal.
Step 10, on flame retardant flexible packing material surface, waterproof anti-crack mortar is floating, so far, completes the construction of cast-in-place filled wall system.
In described step one, eject bottom steel disc stopping means and cast-in-place filling wall, top and the position line of formwork erection.
In described step 2, it is respectively welded the steel disc connecting steel disc stopping means respectively at the middle part of frame column and the position away from filling wall top 100～200mm.
In described step 3, at the steel disc of each steel disc stopping means correspondence connect the horizontal tension rib of twice, between the horizontal tension rib of twice, lacing wire is set every 600mm, horizontal tension rib length to 1/3 corresponding with 2/3 position laying the vertical tension rib of twice.
In described step 5, according to snap the line size, at frame column edge, Vierendeel girder edge flame retardant flexible packing material is set, flame retardant flexible packing material is obliquely installed the hypotenuse of laminating later stage cast-in-place filling wall, in steel disc stopping means position, flame retardant flexible packing material is arranged on the inner side of the flat board of the spacing bearing of steel disc, and uses fluid sealant joint seal, and flame retardant flexible packing material thickness is than the cast-in-place little 20mm of filling wall thickness.
In described step 6, the formwork for placing installed is plank sheathing, the low 50mm than bottom the Vierendeel girder of top.On the position filling wall side, plank sheathing is provided with the batten stopping that concrete flows to.
In described step 7, using the mode of placement layer by layer during casting concrete, it is 0.5～1m that concrete every layer pours height, after often pouring a layer concrete, beats template, vibrated concrete, continues to pour last layer concrete before lower-layer concrete initial set.It is poured into when at the bottom of Vierendeel girder 50～60mm, stops pouring.
In described step 8, casting concrete was collapsible die after 24 hours, can use the mode maintenance that thin film covers, maintenance about a week.
In described step 10, at flame retardant flexible packing material surface smear waterproof anti-crack mortar, to floating with cast-in-place filled wall surface.
Compared with prior art the invention have the characteristics that and beneficial effect:
Instant invention overcomes conventional steel frame wall filled with masonry and be combined the shortcoming that effect is bad, overall performance is poor, construction is wasted time and energy with steel frame, solve optimized construction method, improve efficiency of construction, the technical problem of reduction construction cost.
The setting of steel disc stopping means of the present invention and reinforced mesh is effectively guaranteed cast-in-place filling wall and the disengaging of rectangular frame, and ensure under geological process or wind action, rectangular frame and cast-in-place filling wall can really realize relative level sliding, reach the purpose that both flexibly connect, and due to the spacing stop outer to wall plane of steel disc stopping means, it is to avoid cast-in-place filling wall throws away destruction under geological process.
The cast-in-place filled wall of the present invention uses up-narrow and down-wide trapezium structure, and matched steel disc stopping means is then wide at the top and narrow at the bottom, up big and down small consistent with rectangular frame displacement under geological process, avoids the destruction of cast-in-place filled wall to greatest extent.
The cast-in-place filled wall of the present invention uses one-piece casting, and the wall integrity after pouring can be good, and body of wall itself can regard a rigid body as, does not haves crack.Concrete material used has the feature of light weight, and under geological process, the geological process suffered by body of wall 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 during use, crack occurs in body of wall self, 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 efficiency of construction, 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 thermal and insulating performance, 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, the present invention uses the mode flexibly connected, it is allowed to occur relative displacement and corner between rectangular frame and filled wall, 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 good as first anti-vibration defense lines anti-seismic performance.
The composite can be widely applied to steel frame and fill wall construction.
Accompanying drawing explanation
The present invention will be further described in detail below in conjunction with the accompanying drawings.
Fig. 1 is the present invention cast-in-place Integral Steel frame wall filled with masonry structural representation.
Fig. 2 is the present invention cast-in-place Integral Steel frame column, cast-in-place filling wall attachment structure schematic diagram.
Fig. 3 is the present invention cast-in-place Integral Steel Vierendeel girder, cast-in-place filling wall attachment structure schematic diagram.
Fig. 4 is the spacing connection diagram of steel disc of the present invention.
Reference: 1-frame column, 2-Vierendeel girder, 3-cast-in-place filling wall, 4-reinforced mesh, 5-lacing wire, 6-steel disc stopping means, 61-steel disc, the spacing bearing of 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, the cast-in-place Integral Steel frame wall filled with masonry system of the spacing connection of this steel disc, including the rectangular frame enclosed by Vierendeel girder 2 and frame column 1 and the cast-in-place filling wall 3 being cast in rectangular frame, described cast-in-place filling wall 3 is 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 is 70mm, distance away from Vierendeel girder is 50mm, is filled with flame retardant flexible packing material 7 between cast-in-place filling wall 3 and the frame column 1 of both sides and the Vierendeel girder 2 of top.
Described cast-in-place filling wall 3 is to be positioned at the exterior wall of building external or be positioned at the interior wall of interior of building; when described filling wall is exterior wall, walls concrete 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；The aggregate size of the concrete of described filling wall is not more than 5mm.
See shown in Fig. 2, Fig. 3, described flame retardant flexible packing material 7 is distributed between cast-in-place filling 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 filling wall 3 both side surface 10mm, the pocket 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 filling wall 3 includes double steel bar mesh sheet 4 and the lacing wire 5 being connected horizontally between reinforced mesh, described reinforced mesh 4 is formed by horizontal tension rib and vertical tension rib intersection drawknot, the most horizontal tension rib lays respectively at middle part and the top of cast-in-place filling wall 3, top tension rib is away from cast-in-place filling 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 is fixing with the Vierendeel girder 2 of lower section to be connected, top is not connected with the Vierendeel girder 2 of top, the Vierendeel girder 50mm of distance top.The thickness being smaller than cast-in-place filling wall 3 body of wall between double steel bar mesh sheet 4.
nullIt is connected between described cast-in-place filling wall 3 and frame column 1 and has steel disc stopping means 6，See Fig. 2、Shown in Fig. 4，Described steel disc stopping means 6 includes the spacing bearing of steel disc 62 of a piece of steel disc 61 and spacing steel disc，Shown in Figure 2，It is internal that described steel disc stopping means 6 is positioned at flame retardant flexible packing material 7，Steel disc 61 is fixed with frame column 1 vertical welding，Wherein steel disc 61 has certain rigidity、Its thickness is 5～10mm，Will not in earthquake rupture failure，Steel disc spacing bearing 62 correspondence is welded on the side of reinforced mesh 4，The spacing bearing of steel disc 62 includes one flat plate and the limiting plate of two pieces of parallel interval being vertically welded on flat board，Steel disc 62 thickness of every is 4～6mm，Shown in Figure 1，Its middle plateform is steel plate、Correspondence is welded on the end of horizontal tension rib，And it is embedded in cast-in-place filling portion within the walls with horizontal tension rib，Limiting plate is steel disc，It is limited in the left and right sides of steel disc 61，The interval of limiting plate is equal or slightly larger than the thickness of steel disc 61.The initial lap of splice of described steel disc 61 and limiting plate is not less than 20mm, and steel disc 61 level can slide between two limiting plates, and sliding distance is 10～20mm, and limiting plate limits flat out-of-plane movement and the rotation of steel disc 61.Limit the flat out-of-plane movement of body of wall, antidumping design can be realized, now need not limit vertically movable.
The construction method of the cast-in-place Integral Steel frame wall filled with masonry system of the spacing connection of steel disc of the present invention, specifically comprises the following steps that
Step one, snap the line positions；Eject bottom steel disc stopping means 6 and cast-in-place filling wall 3, top and the position line of formwork erection.
Step 2, is respectively welded the steel disc 61 connecting steel disc stopping means 6 respectively at the middle part of frame column 1 and the position away from cast-in-place filled wall 3 top 150mm.
Step 3, connect reinforced mesh 4: correspondence connects the horizontal tension rib of twice at the steel disc 62 of each steel disc stopping means 6, between the horizontal tension rib of twice, lacing wire 5 is set every 600mm, horizontal tension rib length to 1/3 corresponding with 2/3 position laying the vertical tension rib of twice.
Step 4, welds the spacing bearing of steel disc 62: the plate welding of the spacing bearing of steel disc 62 is in the end of horizontal tension rib, and the spacing both sides at steel disc 61 of limiting plate, the interval of limiting plate is equal or slightly larger than the thickness of steel disc 61 in the end of horizontal tension rib.
Step 5, according to snap the line size, inside frame column 1 and top frame beam, flame retardant flexible packing material 7 is set, and use fluid sealant joint seal, flame retardant flexible packing material 7 is obliquely installed the hypotenuse of laminating later stage cast-in-place filling wall 3, in steel disc stopping means position, flame retardant flexible packing material is arranged on the inner side of the flat board of the spacing bearing of steel disc 62, and the thickness of flame retardant flexible packing material 7 is than the little 20mm of thickness of cast-in-place filled wall 3.
Step 6, installs and pours plank sheathing, and the formwork for placing installed is than 50mm low bottom the Vierendeel girder 2 of top.On the position filling wall side, plank sheathing is provided with the batten stopping that concrete flows to.
Step 7, pours walls concrete, uses the mode of placement layer by layer when pouring, and it is 1m that concrete every layer pours height, after often pouring a layer concrete, beats template, vibrated concrete, continues to pour last layer concrete before lower-layer concrete initial set.It is poured into away from the bottom of Vierendeel girder during 50mm, stops pouring.
Step 8, casting concrete was collapsible die after 24 hours, can use the mode maintenance that thin film covers, maintenance about a week.
Step 9, fills flame retardant flexible packing material 7, and uses fluid sealant joint seal between Vierendeel girder 2 and cast-in-place filled wall 3 up.
Step 10, all smears the thick waterproof anti-crack mortar 8 of 10mm in flame retardant flexible packing material 7 both side surface, extremely with cast-in-place filled wall 3 flush, so far, completes the construction of cast-in-place filled wall system.
Claims (10)
1. the cast-in-place Integral Steel frame wall filled with masonry system of the spacing connection of steel disc, including the rectangular frame enclosed by Vierendeel girder (2) and frame column (1) and the cast-in-place filling wall (3) being cast in rectangular frame, it is characterized in that: being connected between the left and right sides and the frame column (1) of described cast-in-place filling wall (3) has steel disc stopping means (6), is filled with flame retardant flexible packing material (7) between upside and left and right sides with adjacent Vierendeel girder and the frame column of cast-in-place filling wall (3).
The cast-in-place Integral Steel frame wall filled with masonry system of the spacing connection of steel disc the most according to claim 1, it is characterised in that: described cast-in-place filling 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 filling wall (3) is exterior wall, walls concrete is the light aggregate concrete with heat insulation function；
When described cast-in-place filling wall (3) is interior wall, walls concrete is conventional lightweight concrete.
The cast-in-place Integral Steel frame wall filled with masonry system of the spacing connection of steel disc the most according to claim 2, it is characterised in that: the aggregate size of the concrete of described cast-in-place filling wall (3) is not more than 5mm.
The cast-in-place Integral Steel frame wall filled with masonry system of the spacing connection of steel disc the most according to claim 1, it is characterised in that: sealant sealing is passed through in the gap of described flame retardant flexible packing material (7) and frame column, Vierendeel girder and cast-in-place filling wall (3).
The cast-in-place Integral Steel frame wall filled with masonry system of the spacing connection of steel disc the most according to claim 4, it is characterized in that: the described every side surface of flame retardant flexible packing material side surface low 8～12mm more every than cast-in-place filling wall (3), the every side surface of flame retardant flexible packing material is by smearing waterproof anti-crack mortar (8) and cast-in-place filling wall (3) flush with outer surface.
6. according to the cast-in-place Integral Steel frame wall filled with masonry system of the spacing connection of steel disc described in claim 1 to 5 any one, it is characterized in that: described cast-in-place filling wall (3) be reinforced concrete wall, its be shaped as up-narrow and down-wide trapezoidal, bottom body of wall, the distance away from frame column is 10～20mm, 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 of the spacing connection of steel disc the most according to claim 6, it is characterised in that: the inner skeleton of described cast-in-place filling wall (3) includes double steel bar mesh sheet (4) and the lacing wire (5) being connected horizontally between double steel bar mesh sheet；
The thickness of wall body being smaller than cast-in-place filling wall (3) between described double steel bar mesh sheet.
The cast-in-place Integral Steel frame wall filled with masonry system of the spacing connection of steel disc the most according to claim 7, it is characterised in that: horizontal tension rib that described reinforced mesh (4) includes middle part and the top being positioned at cast-in-place filled wall and the vertical tension rib of twice laid to 1/3,2/3 position along horizontal tension rib length；
Wherein the horizontal tension rib at top is away from cast-in-place filled wall top 100～200mm, fixes with Vierendeel girder and be connected bottom described vertical tension rib, distance from top top frame beam 40～60mm.
The cast-in-place Integral Steel frame wall filled with masonry system of the spacing connection of steel disc the most according to claim 8, it is characterised in that: described steel disc stopping means (6) is positioned at that flame retardant flexible packing material is internal, corresponding to be connected between reinforced mesh (4) and frame column；
Described steel disc stopping means includes the spacing bearing of the steel disc (62) of steel disc (61) and spacing steel disc, and described steel disc is connected with frame column (1) vertical welding；
The spacing bearing of described steel disc (62) includes flat board that correspondence is welded on the horizontal tension rib end of reinforced mesh (4) and the limiting plate of two pieces of parallel interval being vertically welded on flat board, the spacing both sides at steel disc of described limiting plate, the interval of described limiting plate is not less than the thickness of steel disc (61)；
The initial lap of splice of described steel disc (61) and limiting plate (62) is not less than 20mm, and the steel disc (61) horizontal sliding distance on spacing bearing (62) is 10～20mm.
10. the construction method of the cast-in-place Integral Steel frame wall filled with masonry system of the spacing connection of steel disc as claimed in claim 9, it is characterised in that specifically comprise the following steps that
Step one, snap the line positions；
Step 2, the fixing steel disc (61) connecting steel disc stopping means (6) in frame column relevant position；
Step 3, connects reinforced mesh (4)；
Step 4, the correspondence position at reinforced mesh (4) connects the spacing bearing of the steel disc (62) of steel disc stopping means (6)；
Step 5, arranges flame retardant flexible packing material (7) in the inner side of frame column；
Step 6, installs the formwork for placing of cast-in-place filling wall (3)；
Step 7, pours the concrete of cast-in-place filling wall (3)；
Step 8, form removal, maintenance；
Step 9, fills flame retardant flexible packing material (7) between Vierendeel girder and cast-in-place filling wall 3, and uses fluid sealant joint seal；
Step 10, on flame retardant flexible packing material surface, waterproof anti-crack mortar is floating, so far, completes the construction of cast-in-place filled wall system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610391857.XA CN105937279B (en) | 2016-06-06 | 2016-06-06 | The cast-in-place Integral Steel frame wall filled with masonry system and construction method of steel disc limit connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610391857.XA CN105937279B (en) | 2016-06-06 | 2016-06-06 | The cast-in-place Integral Steel frame wall filled with masonry system and construction method of steel disc limit connection |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105937279A true CN105937279A (en) | 2016-09-14 |
| CN105937279B CN105937279B (en) | 2019-01-15 |
Family
ID=57151745
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610391857.XA Active CN105937279B (en) | 2016-06-06 | 2016-06-06 | The cast-in-place Integral Steel frame wall filled with masonry system and construction method of steel disc limit connection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105937279B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106555447A (en) * | 2016-09-30 | 2017-04-05 | 中国建筑股份有限公司 | T-shaped flexible joint coupled wall with pre-buried seam beam section and its construction method |
| CN109024993A (en) * | 2018-08-30 | 2018-12-18 | 河北建筑工程学院 | A kind of assembly concrete frame wall filled with masonry structural system and its construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06136821A (en) * | 1992-10-26 | 1994-05-17 | Toda Constr Co Ltd | Construction method for steel frame reinforced concrete structure |
| CN101413304A (en) * | 2008-12-11 | 2009-04-22 | 中建二局第三建筑工程有限公司 | Cast-in-place concrete hollow outer wall and construction method thereof |
| CN202416626U (en) * | 2011-12-30 | 2012-09-05 | 南京工业大学 | Flexible energy-consumption frame infilled wall |
| CN102926469A (en) * | 2012-10-29 | 2013-02-13 | 吴方伯 | Cast-in-situ heat-insulating beam, column and shear wall and construction method |
| CN205035928U (en) * | 2015-09-06 | 2016-02-17 | 黄昆 | Bottom flexible column energy dissipation shock insulation structure |
| CN205669283U (en) * | 2016-06-06 | 2016-11-02 | 河北建筑工程学院 | The cast-in-place Integral Steel frame wall filled with masonry system of the spacing connection of steel disc |
-
2016
- 2016-06-06 CN CN201610391857.XA patent/CN105937279B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06136821A (en) * | 1992-10-26 | 1994-05-17 | Toda Constr Co Ltd | Construction method for steel frame reinforced concrete structure |
| CN101413304A (en) * | 2008-12-11 | 2009-04-22 | 中建二局第三建筑工程有限公司 | Cast-in-place concrete hollow outer wall and construction method thereof |
| CN202416626U (en) * | 2011-12-30 | 2012-09-05 | 南京工业大学 | Flexible energy-consumption frame infilled wall |
| CN102926469A (en) * | 2012-10-29 | 2013-02-13 | 吴方伯 | Cast-in-situ heat-insulating beam, column and shear wall and construction method |
| CN205035928U (en) * | 2015-09-06 | 2016-02-17 | 黄昆 | Bottom flexible column energy dissipation shock insulation structure |
| CN205669283U (en) * | 2016-06-06 | 2016-11-02 | 河北建筑工程学院 | The cast-in-place Integral Steel frame wall filled with masonry system of the spacing connection of steel disc |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106555447A (en) * | 2016-09-30 | 2017-04-05 | 中国建筑股份有限公司 | T-shaped flexible joint coupled wall with pre-buried seam beam section and its construction method |
| CN109024993A (en) * | 2018-08-30 | 2018-12-18 | 河北建筑工程学院 | A kind of assembly concrete frame wall filled with masonry structural system and its construction method |
| CN109024993B (en) * | 2018-08-30 | 2023-09-15 | 河北建筑工程学院 | Assembled concrete frame infilled wall structure system and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105937279B (en) | 2019-01-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103883026A (en) | Green energy-saving cast-in-place heat-insulation composite external wall system and construction method thereof | |
| WO2012129906A1 (en) | Light thermal-insulation building wall and construction method therefor | |
| CN105937263A (en) | Prefabricated steel frame infill wall system and construction method thereof | |
| CN111364638A (en) | Construction method for cast-in-place of filler wall and structure combination and heat insulation system | |
| CN209817249U (en) | A compound wallboard of prefabricated foam concrete for building infilled wall | |
| CN205669283U (en) | The cast-in-place Integral Steel frame wall filled with masonry system of the spacing connection of steel disc | |
| CN112324017A (en) | Light concrete reinforcing steel bar net frame composite heat-insulation wall plate and mounting method thereof | |
| CN207314655U (en) | Fill concrete wallboard in a kind of prefabricated thermal insulation | |
| CN106049717B (en) | The cast-in-place Integral Steel frame wall filled with masonry system and its construction method of spring connection | |
| CN110284590A (en) | Box steel construction sound insulation vibration insulating system and its construction method in box | |
| CN105937279A (en) | Cast-in-situ integrated steel frame infilled wall system with steel sheets connected in limited mode and construction method | |
| CN110374234A (en) | A kind of the cavity node structure and construction method of assembled wall and building frame | |
| CN205669284U (en) | The cast-in-place Integral Steel frame wall filled with masonry system that a kind of spring connects | |
| RU2335604C2 (en) | Process of sandwich wall formation | |
| CN107237448B (en) | The prefabricated interior fill concrete wallboard of one kind and its manufacturing method | |
| CN207110214U (en) | A kind of prefabricated interior fill concrete wallboard | |
| CN203856100U (en) | Green energy-saving cast-in-place heat-insulating composite external wall system | |
| CN203856099U (en) | Green energy-saving cast-in-situ heat-insulating composite external wall system with windows | |
| CN107035027A (en) | A kind of assembled steel reinforced concrete structure light wt compound external wall panel | |
| CN217105667U (en) | Semi-rigid connection structure of assembled wallboard | |
| CN210068204U (en) | Waterproof structure for large-volume reinforced concrete cracks of tunnel | |
| CN205502377U (en) | Hanging wallboard is partly inlayed to unit -installment light | |
| CN2911049Y (en) | In-situ light-weight composite wall | |
| CN209907671U (en) | Prefabricated assembled CCA board grout wall body | |
| CN102979233B (en) | Garage top slab structure and inner concrete structure cavity membrane thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |