CN109322424A - A kind of the connection system and production method of steel frame and prefabricated panel - Google Patents
A kind of the connection system and production method of steel frame and prefabricated panel Download PDFInfo
- Publication number
- CN109322424A CN109322424A CN201811146647.XA CN201811146647A CN109322424A CN 109322424 A CN109322424 A CN 109322424A CN 201811146647 A CN201811146647 A CN 201811146647A CN 109322424 A CN109322424 A CN 109322424A
- Authority
- CN
- China
- Prior art keywords
- prefabricated panel
- steel
- connector
- horizontal girder
- steel 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 138
- 239000010959 steel Substances 0.000 title claims abstract description 138
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 16
- 229920000642 polymer Polymers 0.000 claims description 10
- 238000009434 installation Methods 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 238000009413 insulation Methods 0.000 claims description 2
- 239000007787 solid Substances 0.000 claims description 2
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 230000008901 benefit Effects 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 12
- 238000005457 optimization Methods 0.000 description 10
- 239000013047 polymeric layer Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
- 150000001336 alkenes Chemical class 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 150000004767 nitrides Chemical class 0.000 description 1
- -1 polyethylene Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 238000006116 polymerization reaction Methods 0.000 description 1
- 229920006389 polyphenyl polymer Polymers 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
-
- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
-
- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
- E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
- E04B2/7854—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile
- E04B2/789—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile of substantially U- or C- section
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
The invention belongs to building engineering fields, more particularly to the connection system and production method of a kind of steel frame and prefabricated panel, the steel frame includes vertical steel column and horizontal girder steel, every horizontal girder steel is vertically set between two vertical steel columns, the connection system further includes the first connector and the second connector, the horizontal girder steel of first connector connection top and the upper end of prefabricated panel, the horizontal girder steel of second connector connection lower section and the lower end of prefabricated panel, the prefabricated panel array is arranged at the empty frames that upper and lower two horizontal girder steels and adjacent vertical steel column are formed.The advantages of invention, is: connecting the built-in fitting in horizontal girder steel and prefabricated panel by connector, realizes the connection of prefabricated panel and steel frame, this method is simple and convenient.
Description
Technical field
The present invention relates to building engineering field, the connection system and production side of especially a kind of steel frame and prefabricated panel
Method.
Background technique
In recent years, China's assembled architecture flourishes, and especially assembling type steel structure is built, and enters a new hair
Exhibition period.Prefabricated assembled component is readily produced and safeguards that economic benefit is very high, and utilization scope is extensive, and it is current to meet China
Architectural industrialization development trend.Steel frame can be very good to realize the prefabrication and assembly construction of structure, while have that space is big, cloth
Set the features such as flexible.
In the prior art, prefabricated panel is big with volume due to being self-possessed, and construction technology is comparatively laborious, is not formed really
Prefabricated construction, while construction quality is difficult to ensure.Lacking good connection type is a maximum defect in the system.Cause
This, needs to research and develop new connection system.
Summary of the invention
In order to optimize the connection type between steel frame and prefabricated panel, for this purpose, the present invention provides a kind of steel frame and pre-
The connection system and production method of wallboard processed.
To achieve the above object, the invention adopts the following technical scheme:
A kind of connection system of steel frame and prefabricated panel, the steel frame include vertical steel column and several horizontal steel
Beam, every horizontal girder steel are vertically set between adjacent vertical steel column, which further includes the first connector and second
Connector, the horizontal girder steel of the first connector connection top and the upper end of prefabricated panel, the water of the second connector connection lower section
The lower end of flat girder steel and prefabricated panel, the prefabricated panel array setting are formed in upper and lower two horizontal girder steels and vertical steel column
Empty frames at.
Optimization, first connector includes upper fixed part and the upper limit portion of interconnection, upper fixed part and level
Girder steel is fixedly connected, and prefabricated panel upper end is connect by built-in fitting thereon with upper limit portion；Second connector includes lower solid
Determine portion and lower limit portion, lower fixed part is fixedly connected with the horizontal girder steel of lower section, and prefabricated panel lower end is pre-buried by thereon
Part is connect with lower limit portion.
Optimization, the lower fixed part extends to form holding for support prefabricated panel bottom on the direction far from horizontal girder steel
Support portion.
Optimization, strip hole and lower strip hole, upper strip hole and lower length are respectively arranged in upper limit portion, lower limit portion
The length direction in hole is vertical.
Optimization, the length direction and the length direction of horizontal girder steel of lower strip hole are parallel.
Optimization, it is provided with ribs between upper fixed part and upper limit portion, is set between lower fixed part and lower limit portion
It is equipped with lower ribs.
Optimization, the prefabricated panel includes by the wallboard keel shoe of C-type steel assembly, for filling and wrapping up wallboard keel
The light polymer of frame, the built-in fitting pass through wallboard keel shoe and are fixed on prefabricated panel.
Optimization, the C-type steel corresponding position that built-in fitting is arranged is enclosed with keel reinforcer, sets on the keel reinforcer
It is equipped with the hole that built-in fitting passes through.
Optimization, the length of supporting part is less than or equal to the face of prefabricated panel lining keel shoe in the outer part to prefabricated panel
The distance of medial surface.
The production method for the system that above-mentioned steel frame is connected with prefabricated panel, comprising the following steps:
S1, production C-type steel and aperture, are assembled into wallboard keel shoe for C-type steel, and keel reinforcer is arranged in wallboard keel
One end of internal thread sleeve and anchor slab are fixed and form built-in fitting by the corresponding position of frame, and internal thread sleeve passes through keel reinforcer, c-type
Wallboard keel shoe is placed in mold by the hole on steel corresponding position, pours light polymer, forms prefabricated panel；It is assembled horizontal
Girder steel and vertical steel column form steel frame；Make the first connector and the second connector；
S2, the first connector is fixed on the horizontal girder steel of top, the second connector is fixed on to the horizontal steel of lower section
Prefabricated panel is lifted into corresponding position by Liang Shang, and prefabricated panel is fixed on steel frame by bolt and internal thread sleeve connection；
S3, prefabricated panel all fill insulation after installation, in the gap between two adjacent prefabricated panels anti-
Water material.
The present invention has the advantages that
(1) present invention connects the built-in fitting in horizontal girder steel and prefabricated panel by connector, realizes prefabricated panel and steel
The connection of frame, the production method are simple and convenient.
(2) connector is connected in different location using corresponding first connector and the second connector, second in the present invention
Part is subjected to the weight of prefabricated panel, also cooperates the first connector that prefabricated panel is made to bear external wind load, and wind load is made
It on prefabricated panel, is then transmitted on connector, is eventually transferred on steel frame by built-in fitting.
(3) present invention in strip hole position and direction setting, realize prefabricated panel up and down, left and right two dimensions position
It adjusts, overcomes because of built-in fitting position inaccuracy and/or connector and bring installation is not just due to horizontal girder steel link position deviation
Just.
(4) present invention in prefabricated panel structure and material use so that prefabricated panel is in the satisfactory feelings of intensity
Under condition, the weight of prefabricated panel can reduce, the section stiffness of such second connector support prefabricated panel requires to reduce.
(5) deadlight keel shoe of the present invention uses light gauge cold-formed steel shape, with light weight, intensity it is high, functional etc.
Advantage.Installation built-in fitting reduces the intensity of C-type steel in order to prevent, so the C-type steel package keel at setting built-in fitting are reinforced
Part.
(6) structural strength of connector can be enhanced in connector setting ribs.
(7) length of supporting part is less than or equal on the inside of the face of prefabricated panel lining keel shoe in the outer part to prefabricated panel
The distance in face is the construction joint of an entirety between two adjacent prefabricated panels, pacifies in prefabricated panel on such vertical direction
After dress, whole construction joint filling is handled, filling as a whole, water-proof, heat-insulating, heat-preserving effect is more preferable.
(8) there is certain construction joint between two prefabricated panels horizontally adjacent in the present invention, filling processing can be improved
The water-proof, heat-insulating, heat-preserving performance for the metope that all prefabricated panels are formed after installation, and construction joint can also improve the anti-of the system
Shake deformability.
(9) speed of whole system production can be improved in the production method in the present invention.
Detailed description of the invention
Fig. 1 is a kind of main perspective view of connection system of steel frame and prefabricated panel of the present invention.
Fig. 2 is the sectional view of the I-I of Fig. 1.
Fig. 3 is the enlarged drawing in Fig. 2 at A.
Fig. 4 is the enlarged drawing in Fig. 2 at B.
Fig. 5 is the perspective view of steel frame.
Fig. 6 is the cross-sectional view of prefabricated panel.
Fig. 7 is the perspective view of keel reinforcer.
Fig. 8 is the perspective view of prefabricated panel.
Fig. 9 is the perspective view of connector.
Figure 10 is the main view of built-in fitting.
The meaning of label symbol is as follows in figure:
The vertical horizontal girder steel of steel column 102- of 1- steel frame 101-
Light polymeric layer of the 2- prefabricated panel 201-C fashioned iron 202- for filling
Light polymeric layer 204- keel reinforcer of the 203- for package
Fixed part on 31- the first connector 311- upper limit portion 312-
Strip hole on the upper ribs 314- of 313-
Fixed part on 32- the second connector 321- upper limit portion 322-
The supporting part strip hole 325- on the upper ribs 324- of 323-
4- built-in fitting 401- internal thread sleeve 402- anchor slab 403- bolt
5- construction joint 6-PVC pipe
Specific embodiment
Embodiment 1
As shown in figures 1-8, the connection system of a kind of steel frame and prefabricated panel, including steel frame 1, prefabricated panel 2, connection
Part.The embodiment is described in detail each component in the system and each component connection type respectively.
Steel frame 1
As shown in figure 5, steel frame 1 includes that 2 vertical horizontal 102,2 horizontal girder steels 102 of girder steel of steel column 101 and 2 piece hang down
It is straight to be arranged between two vertical steel columns 101.Vertical steel column 101 is square bar tubing string, the width and thickness size point of column section
Not Wei 400mm, 14mm, horizontal girder steel 102 uses the horizontal girder steel 102 of H-type, deck-molding, deck-siding, web thickness, edge of a wing thickness
Respectively 400mm, 200mm, 8mm, 13mm.By taking two neighbouring horizontal girder steels 102 as an example.
Prefabricated panel 2
As shown in figs 6-8, prefabricated panel 2 includes by the assembled wallboard keel shoe of C-type steel 201, for the light polymerization of filling
Nitride layer 202 and light polymeric layer 203 for package, built-in fitting 4 pass through wallboard keel shoe and are fixed on prefabricated panel 2.
201 corresponding position of C-type steel that built-in fitting 4 is arranged is enclosed with keel reinforcer 204, sets on keel reinforcer 204
It is equipped with the hole that built-in fitting 4 passes through.C-type steel is light gauge cold-formed steel shape.
As shown in Figure 10, wherein built-in fitting 4 includes internal thread sleeve 401, anchor slab 402, bolt 403, and internal thread sleeve 401 is vertical
In the hole of thickness direction setting and one end in C-type steel 201 and keel reinforcer 204 of prefabricated panel 2, internal thread sleeve 401
The other end be fixed with anchor slab 402, prevent internal thread sleeve 401 from falling off out of C-type steel 201.Keel reinforcer 204 be it is U-shaped,
Aperture at its edge of a wing, hole size, position should hole sizes corresponding to C-type steel 201, position consistency.
After built-in fitting 4 is fixed on wallboard steelframe, the placement of wallboard steelframe pours light polymer in a mold, eventually forms pre-
Prefabricated panel 2 is stretched out in wallboard 2 processed, the end that wherein internal thread sleeve 401 passes through C-type steel 201.Internal thread sleeve 401 is arranged in wallboard
On steelframe, built-in fitting 4 can be increased in this way and bear external pulling force without extracting from prefabricated panel 2.By designing anchor slab
402 and keel reinforcer 204, guarantee the intensity and safety of connecting structure.
Prefabricated panel 2 pour after thickness 200mm, 2 height H of prefabricated panel0=H-t2(20~30) mm, wherein H is layer
Height, i.e., the difference in height of adjacent two horizontal girder steels, t2For the thickness of the second connector 32.20~30mm is neighbouring two pre-
Gap size between wallboard 2 processed.
The light polymer dry density is not more than 800kg/m3, by mineral base binder, mortar mixture and polyphenyl second
Alkene constitute novel wall material, by material component difference can be divided into the light polymer of gypsum base, the light polymer of cement base and other
Light polymer.
Connector
As shown in figure 9, connector includes the first connector 31 and the second connector 32, the first connector 31 connects top
The upper end of horizontal girder steel 102 and prefabricated panel 2, the horizontal girder steel 102 and prefabricated panel 2 of second connector 32 connection lower section
Lower end.Prefabricated panel 2 is arranged in what every adjacent two horizontal girder steels 102 and vertical steel column 101 were formed by connector array
At empty frames.
First connector 31 includes upper fixed part 312 and the upper limit portion 311 of connection, upper fixed part 312 and horizontal girder steel
102 is fixed, and the upper end of prefabricated panel 2 is connect by the pre-buried built-in fitting 4 inside it in one end with upper limit portion 311.Second
Connector 32 includes lower fixed part 321 and lower limit portion 322, and lower fixed part 322 is fixedly connected with the horizontal girder steel 102 of lower section,
2 lower end of prefabricated panel is connect by the pre-buried built-in fitting 4 inside it in one end with lower limit portion 322.Lower fixed part 321 is to remote
Side from horizontal girder steel 102 upwardly extends the supporting part 325 as 2 bottom of support prefabricated panel, and the weight of prefabricated panel 2 is main
It is born by the second connector 32, external wind load is mainly born by the first connector 31 and the second connector 32 jointly.Wind load
It acts on prefabricated panel 2, is then transmitted on connector, is eventually transferred on steel frame 1 by built-in fitting 4.
Strip hole 314 and lower strip hole 324, upper strip hole are respectively arranged in upper limit portion 311, lower limit portion 321
314 is vertical with the length direction of lower strip hole 324.Optimization, the length of the length direction of lower strip hole 324 and horizontal girder steel 102
It is parallel to spend direction.The length of upper strip hole 314 and lower strip hole 324 is slotted hole, and the length of slotted hole is 3 times of diameter,
Error when error and installation to meet the production of prefabricated panel 1 and connector.
Ribs 313, lower fixed part 321 and lower limit portion are provided between upper fixed part 312 and upper limit portion 311
Lower ribs 323 is provided between 322.Connector thickness, width can be determined according to supporting part 325,2 stress size of prefabricated panel
The thickness of degree, upper ribs 313 and lower ribs 323.
Steel frame 1, prefabricated panel 2, connector connection structure
Picture 1-4 and shown in Fig. 9, internal thread sleeve 401 stretches out the end of prefabricated panel 2, and bolt 403 passes through strip hole 304
Internal thread sleeve 401 is screwed in, prefabricated panel 2 is fixed on horizontal girder steel 102.
The length of supporting part 325 is equal to the face of 2 lining keel shoe of prefabricated panel in the outer part to 2 medial surface of prefabricated panel
Distance.Upper fixed part 312 and lower fixed part 322 and respective horizontal girder steel 102 are fixed by welding.Connector is vertical
Move back and forth on the direction of horizontal girder steel 102 and vertical steel column 101, built-in fitting 4 is in upper strip hole 314 and lower strip hole 324
Fixed position finally facilitates all prefabricated panels 2 in OK range to realize the adjustment on 2 three-dimensional of prefabricated panel
Interior fixation.Upper fixed part 312 and the orthogonal connection in upper limit portion 311, lower fixed part 321 and lower limit portion 322 are orthogonal
Connection.
There is the construction joint 5 of certain distance between two horizontally adjacent prefabricated panels 2, vertical two adjacent prefabricated panels
The bridge cut-off for water-proof, heat-insulating, heat-preserving is filled between 2 and on construction joint 5.Filler material is the mixing of polyethylene stick, marine glue
Object.The size of construction joint 5 is 20-30mm.
Other embodiment, the length of supporting part 325 are less than the face of 2 lining keel shoe of prefabricated panel in the outer part in advance
The distance of 2 medial surface of wallboard processed, and wallboard keel shoe is located on supporting part 325 in the projection on 325 direction of supporting part.
Optimization, it is provided with rubber pad on supporting part 325, flexibility between prefabricated panel 2 and connector can in this way taken
It connects, reduces the destruction to prefabricated panel 2.There is certain buffer function under geological process, improve the deformability of structure, most
The flexible connection of prefabricated panel 2 and main structure is realized eventually.
Embodiment 2
The production method for the system that steel frame 1 and prefabricated panel 2 connect in embodiment 1, comprising the following steps:
S1, production C-type steel and aperture, are assembled into wallboard keel shoe for C-type steel, by 204 sets of keel reinforcer in wallboard dragon
One end of internal thread sleeve 401 and anchor slab 402 are fixed and form built-in fitting 4 by the corresponding position of skeleton, and internal thread sleeve 401 passes through dragon
Hole on bone reinforcer 204,201 corresponding position of C-type steel, the cloth on the inside of two C-type steel junctions of wallboard keel shoe upper end
Pvc pipe 6 is set, as the hole for hoist for hoisting prefabricated wallboard 2, wallboard keel shoe is placed in mold, pours light polymer,
Form prefabricated panel 2；Assembled horizontal girder steel 102 and vertical steel column 101 form steel frame 1；Make the first connector 31 and second
Connector 32.
S2,102 lower surface of horizontal girder steel that the first connector 31 is fixed on to top, the second connector 32 is fixed on down
The upper surface of the horizontal girder steel 102 of side, is lifted into corresponding position for prefabricated panel 2, and bolt is passed through connector and is screwed into interior silk braid
Cylinder 401, so that prefabricated panel is fixed on steel frame 1；
S3, scene carry out assembly by connector and horizontal girder steel 102, and in-situ precast wallboard 2 is alternately spelled in the horizontal direction
Dress, it is successively assembled then up.Prefabricated panel 2 all after installation, is filled in the gap between two adjacent prefabricated panels 2
Heat retaining and insulated waterproof material.
The above is only the preferred embodiments of the invention, are not intended to limit the invention creation, all in the present invention
Made any modifications, equivalent replacements, and improvements etc., should be included in the guarantor of the invention within the spirit and principle of creation
Within the scope of shield.
Claims (10)
1. the connection system of a kind of steel frame and prefabricated panel, the steel frame (1) includes vertical steel column (101) and several water
Flat girder steel (102), every horizontal girder steel (102) are vertically set between adjacent vertical steel column (101), which is characterized in that should
Connection system further includes the first connector (31) and the second connector (32), the horizontal girder steel of the first connector (31) connection top
(102) and the upper end of prefabricated panel (2), the second connector (32) connect the horizontal girder steel (102) and prefabricated panel (2) of lower section
Lower end, prefabricated panel (2) array setting is in upper and lower two horizontal girder steels (102) and vertical steel column (101) formation
At empty frames.
2. the connection system of a kind of steel frame according to claim 1 and prefabricated panel, which is characterized in that described first connects
Fitting (31) includes upper fixed part (312) and upper limit portion (311) of interconnection, upper fixed part (312) and horizontal girder steel
(102) it is fixedly connected, prefabricated panel (2) upper end is connect by built-in fitting (4) thereon with upper limit portion (311)；Second connects
Fitting (32) includes lower fixed part (321) and lower limit portion (322), and lower fixed part (322) and the horizontal girder steel (102) of lower section are solid
Fixed connection, prefabricated panel (2) lower end are connect by built-in fitting (4) thereon with lower limit portion (322).
3. the connection system of a kind of steel frame according to claim 2 and prefabricated panel, which is characterized in that the lower fixation
Portion (321) extends to form the supporting part (325) of support prefabricated panel (2) bottom on the direction far from horizontal girder steel (102).
4. the connection system of a kind of steel frame according to claim 2 and prefabricated panel, which is characterized in that upper limit portion
(311), be respectively arranged with strip hole (314) and lower strip hole (324) on lower limit portion (321), upper strip hole (314) and under
The length direction of strip hole (324) is vertical.
5. the connection system of a kind of steel frame according to claim 4 and prefabricated panel, which is characterized in that lower strip hole
(324) length direction and the length direction of horizontal girder steel (102) are parallel.
6. the connection system of a kind of steel frame according to claim 2 and prefabricated panel, which is characterized in that upper fixed part
(312) it is provided between upper limit portion (311) ribs (313), between lower fixed part (321) and lower limit portion (322)
It is provided with lower ribs (323).
7. the connection system of a kind of steel frame according to claim 2 and prefabricated panel, which is characterized in that the dry wall
Plate (2) includes the wallboard keel shoe by C-type steel (201) assembly, the light polymer for filling and wrapping up wallboard keel shoe, described
Built-in fitting (4) passes through wallboard keel shoe and is fixed on prefabricated panel (2).
8. the connection system of a kind of steel frame according to claim 6 or 7 and prefabricated panel, which is characterized in that setting is pre-
C-type steel (201) corresponding position of embedded part (4) is enclosed with keel reinforcer (204), is arranged on the keel reinforcer (204)
The hole for thering is built-in fitting (4) to pass through.
9. the connection system of a kind of steel frame according to claim 3 and prefabricated panel, which is characterized in that supporting part
(325) length be less than or equal to the face of prefabricated panel (2) lining keel shoe in the outer part to prefabricated panel (2) medial surface away from
From.
10. the production method for the system that steel frame described in claim 1-9 is connected with prefabricated panel, which is characterized in that including
Following steps:
S1, production C-type steel and aperture, are assembled into wallboard keel shoe for C-type steel (201), and keel reinforcer (204) are arranged in wall
One end of internal thread sleeve (401) and anchor slab (402) fixation are formed built-in fitting (4), internal thread sleeve by the corresponding position of board keel frame
(401) hole on keel reinforcer (204), C-type steel (201) corresponding position, wallboard keel shoe is placed in mold, is poured
Light polymer is built, is formed prefabricated panel (2)；Assembled horizontal girder steel (102) and vertical steel column (101) form steel frame (1)；Production
First connector (31) and the second connector (32)；
S2, the first connector (31) is fixed on the horizontal girder steel (102) of top, the second connector (32) is fixed on lower section
Horizontal girder steel (102) on, prefabricated panel (2) is lifted into corresponding position, connecting by bolt with internal thread sleeve (401) will be pre-
Wallboard (2) processed is fixed on steel frame (1)；
S3, prefabricated panel (2) all after installation, fill insulation in the gap between two adjacent prefabricated panels (2)
Waterproof material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811146647.XA CN109322424A (en) | 2018-09-29 | 2018-09-29 | A kind of the connection system and production method of steel frame and prefabricated panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811146647.XA CN109322424A (en) | 2018-09-29 | 2018-09-29 | A kind of the connection system and production method of steel frame and prefabricated panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109322424A true CN109322424A (en) | 2019-02-12 |
Family
ID=65266269
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811146647.XA Pending CN109322424A (en) | 2018-09-29 | 2018-09-29 | A kind of the connection system and production method of steel frame and prefabricated panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109322424A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021007921A1 (en) * | 2019-07-15 | 2021-01-21 | 中建钢构有限公司 | Connection member, alc batten mounting node structure, and fabricated mounting method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1404035A (en) * | 1972-09-08 | 1975-08-28 | Mannesmann Roehren Werke Ag | Panel and attachment rail assembly |
| CN1412396A (en) * | 1996-10-16 | 2003-04-23 | 詹姆斯·哈迪研究有限公司 | Wall element and its manufacturing method |
| CN102505782A (en) * | 2011-12-30 | 2012-06-20 | 南京工业大学 | Flexible energy-consumption frame infilled wall |
| CN204753895U (en) * | 2015-06-12 | 2015-11-11 | 武汉思可达建筑技术有限公司 | Combination wall body of single prefabricated wall section |
| CN105525702A (en) * | 2015-11-18 | 2016-04-27 | 北京工业大学 | Assembly type outer wall system of steel structure |
| CN106869368A (en) * | 2017-04-13 | 2017-06-20 | 安徽富煌建筑设计研究有限公司 | A kind of assembling type steel structure external hanging type wallboard base-supporting attachment structure |
| CN209369118U (en) * | 2018-09-29 | 2019-09-10 | 合肥工业大学 | A kind of connection system of steel frame and prefabricated panel |
-
2018
- 2018-09-29 CN CN201811146647.XA patent/CN109322424A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1404035A (en) * | 1972-09-08 | 1975-08-28 | Mannesmann Roehren Werke Ag | Panel and attachment rail assembly |
| CN1412396A (en) * | 1996-10-16 | 2003-04-23 | 詹姆斯·哈迪研究有限公司 | Wall element and its manufacturing method |
| CN102505782A (en) * | 2011-12-30 | 2012-06-20 | 南京工业大学 | Flexible energy-consumption frame infilled wall |
| CN204753895U (en) * | 2015-06-12 | 2015-11-11 | 武汉思可达建筑技术有限公司 | Combination wall body of single prefabricated wall section |
| CN105525702A (en) * | 2015-11-18 | 2016-04-27 | 北京工业大学 | Assembly type outer wall system of steel structure |
| CN106869368A (en) * | 2017-04-13 | 2017-06-20 | 安徽富煌建筑设计研究有限公司 | A kind of assembling type steel structure external hanging type wallboard base-supporting attachment structure |
| CN209369118U (en) * | 2018-09-29 | 2019-09-10 | 合肥工业大学 | A kind of connection system of steel frame and prefabricated panel |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021007921A1 (en) * | 2019-07-15 | 2021-01-21 | 中建钢构有限公司 | Connection member, alc batten mounting node structure, and fabricated mounting method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106013800B (en) | Constructional Col-umn Construction method based on 3D printing filled wall | |
| CN104358337B (en) | Light-weight composite floor slab structure for assembling integral prefabricated double thin plates, and construction method | |
| CN106245678B (en) | Outer wall of basement single side formwork construction method based on steel pipe truss | |
| CN106088327A (en) | Manufacture method based on the assembling frame post that 3D prints | |
| CN109322425A (en) | A kind of plug-in connection system of combined wall board and preparation method thereof | |
| CN209369118U (en) | A kind of connection system of steel frame and prefabricated panel | |
| CN105155724A (en) | Construction method of structural column for simultaneous construction with frame-structured filled wall | |
| CN105113660A (en) | Construction method of constructional column constructed simultaneously with framework structure infill wall | |
| CN103711232B (en) | L-shaped frame component and lightweight concrete wall prefabricated type shear wall and connection construction method | |
| CN205669281U (en) | A kind of cast-in-place integral concrete frame wall filled with masonry system | |
| CN207812741U (en) | Pre-manufactured steel structure overlapped shear wall | |
| CN109386050A (en) | A kind of multi-layer combined type house structure | |
| CN105970976A (en) | Vertical connection structure for supporting row piles and main underground structure | |
| CN209384462U (en) | A kind of plug-in connection system of combined wall board | |
| CN109322424A (en) | A kind of the connection system and production method of steel frame and prefabricated panel | |
| CN101761187B (en) | Construction separating device for concrete of vertical structure in same wall body with different labels as well as pouring and tamping method thereof | |
| CN106193340A (en) | Cast-in-place prestressing without bondn ultralong floor combination type reinforcing strip anti-cracking structure and construction method | |
| CN204356896U (en) | Based on the assembling Framed Structure with Special-Shaped Columns that 3D prints | |
| CN106759885B (en) | Cold formed steel structure house inner wall structural system | |
| CN105113663A (en) | Assembly type constructional column constructed simultaneously with framework structure infill wall | |
| CN213268513U (en) | Outer wall structure | |
| CN105113626B (en) | Cast-in-place post precast beam construction method | |
| CN211554005U (en) | Device for detecting working performance of concrete | |
| CN210238895U (en) | Hollow superstructure of no roof beam | |
| CN209482822U (en) | Assembling type fence in concrete |
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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190212 |