CN208934190U - A kind of assembled steel frame wall filled with masonry structural system - Google Patents
A kind of assembled steel frame wall filled with masonry structural system Download PDFInfo
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- CN208934190U CN208934190U CN201821414251.4U CN201821414251U CN208934190U CN 208934190 U CN208934190 U CN 208934190U CN 201821414251 U CN201821414251 U CN 201821414251U CN 208934190 U CN208934190 U CN 208934190U
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Abstract
The utility model discloses a kind of assembled steel frame wall filled with masonry structural systems, and including steel frame and the prefabricated filled-in panel being filled in steel frame, steel frame is in rectangle, including frame column and Vierendeel girder, Vierendeel girder include that upper frame beam and lower box are set a roof beam in place.The bottom of prefabricated filled-in panel is embedded with long nut.Sliding connector is equipped between the top of prefabricated filled-in panel and the bottom of upper frame beam, sliding connector includes sliding rail and sliding block, the bottom of sliding rail and the top of prefabricated filled-in panel are welded to connect, the top of sliding block and the bottom of upper frame beam are welded to connect, and then the top of prefabricated filled-in panel is connect with upper frame beam；Angle iron connecting piece is equipped between the top that the side bottom and lower box of prefabricated filled-in panel are set a roof beam in place, screw rod sequentially passes through angle iron connecting piece and long nut, and then the bottom of prefabricated filled-in panel is set a roof beam in place with lower box and is connect.The structural system can guarantee wallboard under geological process and frame cooperative transformation, and anti-seismic performance is good, easy for installation.
Description
Technical field
The utility model relates to building engineering field, especially a kind of filling wall construction system.
Background technique
Currently, frame wall filled with masonry structural system is a kind of common structural system, due to right during design and construction
The ignorance for filling wall causes filling wall to destroy in seismic process extremely serious.
Current filling wall mostly uses greatly masonry structure, using small-size concrete hollow block or porous brick etc., one side building block and
The intensity of mortar is not high, causes interface binding intensity also relatively low, in this way in seismic process, building block and mortar bonding face
Sliding rupture occurs, easily so as to cause the destruction of wall.On the other hand, work progress is comparatively laborious, and construction efficiency is low.
For frame wall filled with masonry structural system, connected between masonry filler wall and main body frame using many steel ties
It connects, filling wall is normally used as line load and acts directly in main structure.This connection type do not account for filling wall for
The influence of main structure is not inconsistent with structure truth stress.And filled when earthquake between wall and frame and be unable to cooperative transformation,
There is no relative displacement and corner, filling wall often destroys seriously.
Utility model content
The purpose of this utility model is to provide a kind of assembled steel frame wall filled with masonry structural systems, to solve existing filling
Wall directly acts in main structure as line load, and stress is unreasonable；It fills wall and uses building block, the boundary between building block and mortar
Face is easy to happen sliding rupture；It fills and is connected between wall and main body frame using tension rib, filling cannot between wall main body frame
Cooperative transformation, filling wall destroy serious technical problem.
In order to solve the above-mentioned technical problem, the utility model provides a kind of assembled steel frame wall filled with masonry structural system,
Be characterized in that: including steel frame and the prefabricated filled-in panel being filled in steel frame, the steel frame is in rectangle, including frame column
And Vierendeel girder, the Vierendeel girder include that upper frame beam and lower box are set a roof beam in place；
The bottom of the prefabricated filled-in panel is embedded with long nut；
Sliding connector, sliding connector are equipped between the top of the prefabricated filled-in panel and the bottom of upper frame beam
Including sliding rail and sliding block, the top of the bottom of the sliding rail and prefabricated filled-in panel is welded to connect, the top of sliding block and upper box
The bottom set a roof beam in place is welded to connect, and then the top of prefabricated filled-in panel is connect with upper frame beam；The side of prefabricated filled-in panel
Angle iron connecting piece is equipped between the top that face bottom and lower box are set a roof beam in place, screw rod sequentially passes through angle iron connecting piece and long nut, into
And the bottom of prefabricated filled-in panel is set a roof beam in place with lower box and is connect.
Preferably, the angle iron connecting piece includes that the angle iron connecting piece riser being mutually at right angles arranged and angle iron connecting piece are horizontal
Plate offers horizontal direction long hole on the angle iron connecting piece riser.
Preferably, the sliding rail is integrally formed and opening up C-shaped joint, including C-shaped joint bottom plate, setting
C-shaped joint bottom plate two sides C-shaped joint side plate and be arranged in C-shaped joint side end C-shaped joint volume
Side forms C-shaped joint sliding slot between the C-shaped joint bottom plate and C-shaped joint crimping；The sliding block is laterally arranged
H-shaped connector, the bottom wing listrium of H-shaped connector is along the opposite sliding of C-shaped joint sliding slot.
Preferably, the spacing of the C-shaped joint crimping and C-shaped joint bottom plate it is bigger than the thickness of bottom wing listrium by 5~
10mm。
Preferably, the shape of the falling π connector that the sliding rail is integrally formed, including the shape of falling π connector bottom plate and two pieces of settings
The shape of falling π connector side plate on the shape of falling π connector bottom plate, between the two blocks of shape of falling π connector side plates and the shape of falling π connector bottom plate
Form the shape of falling π connector sliding slot；The sliding block is T-connecting piece, and the T-connecting piece riser of T-connecting piece is along the shape of falling π connector
Sliding slot is opposite to be slided.
Preferably, the prefabricated filled-in panel is followed successively by structure sheaf, insulating layer and decorative layer, the insulating layer from the inside to the outside
It is connect by bar for line with structure sheaf.
Preferably, steel skeleton and distributing bar are equipped in the structure sheaf, the reinforcing bar puts up matrix pattern setting, including steel
Skeleton column and reinforcing bar are set a roof beam in place, and distributing bar includes the transverse structure reinforcing bar being arranged between reinforcing bar trestle and is arranged in reinforcing bar
Vertical distributing bar between setting a roof beam in place, the reinforcing bar of the steel skeleton bottom set a roof beam in place in be welded with long nut.
Preferably, the structure sheaf is bubble concrete layer, plant fiber concrete layer or aerated concrete layer, the dress
Adoring layer is decorative surface of glass fibre reinforced plastics layer or real stone paint decoration surface layer.
Preferably, flame retardant flexible packing material is filled between the steel frame and prefabricated filled-in panel, flame retardant flexible is filled out
The outer surface full coat for filling material has waterproof anti-crack mortar layer.
Compared with prior art, it the characteristics of the utility model and has the beneficial effect that
(1) cunning is welded at the top of prefabricated filled-in panel in the assembled steel frame wall filled with masonry structural system of the utility model
Sliding block is welded in the bottom of rail, upper frame beam, and sliding block can be slided along sliding rail, and the top of prefabricated filled-in panel and upper frame beam are sliding
Dynamic connection.Wallboard and Vierendeel girder can generate relative displacement in this way, and under geological process, frame deforms, no matter level side
To still vertical direction, the effect of power will not be all generated to wallboard, avoid the destruction of wallboard, while can guarantee outside wallboard plane again
Stability.It is set a roof beam in place and is connect with lower box by screw rod and angle iron connecting piece in the bottom of prefabricated filled-in panel.It is opened on angle iron connecting piece
Equipped with horizontal direction long hole, guarantee that wallboard, with frame cooperative transformation, avoids wallboard early-age crack under geological process, while being convenient for wall
The installation of plate is in place.
(2) prefabricated filled-in panel is used in the assembled steel frame wall filled with masonry structural system of the utility model, is structure, is protected
The shortcomings that temperature, decoration integration wallboard, overall performance is good, and it is poor to overcome traditional masonry filler wall overall performance, poor seismic behavior.
And compared with masonry structure fills wall, easy for installation, quick construction substantially increases construction efficiency, reduces construction period,
Reduce construction cost.
Detailed description of the invention
Fig. 1 is structural representation Fig. 1 of assembled steel frame wall filled with masonry structural system.
Fig. 2 is structural representation Fig. 2 of assembled steel frame wall filled with masonry structural system.
Fig. 3 is c-c diagrammatic cross-section in Fig. 2.
Fig. 4 is the structural schematic diagram of angle iron connecting piece.
Fig. 5 is the connection schematic diagram of assembled steel frame wall filled with masonry structural system in embodiment one.
Fig. 6 is the structural schematic diagram of sliding connector in embodiment one.
Fig. 7 is the structural schematic diagram of C-shaped joint in embodiment one.
Fig. 8 is the structural schematic diagram of H-shaped connector in embodiment one.
Fig. 9 is the connection schematic diagram of assembled steel frame wall filled with masonry structural system in embodiment two.
Figure 10 is the structural schematic diagram of sliding connector in embodiment two.
Figure 11 is the structural schematic diagram of the shape of falling π connector in embodiment two.
Figure 12 is the side view of Figure 11.
Figure 13 is the structural schematic diagram of T-connecting piece in embodiment two.
Figure 14 is the side view of Figure 13.
Figure 15 is the structural schematic diagram of prefabricated filled-in panel.
Figure 16 is the structural schematic diagram of the structure sheaf of prefabricated filled-in panel.
Appended drawing reference: 11- frame column, 12- Vierendeel girder, 121- upper frame beam, 122- lower box set a roof beam in place, 2- long nut,
The prefabricated filled-in panel of 3-, 31- structure sheaf, 311- reinforcing bar trestle, 312- reinforcing bar set a roof beam in place, 313- transverse structure reinforcing bar, 314- are vertical
Distributing bar, 32- insulating layer, 33- decorative layer, 4- bar for line, 5- screw rod, 6- horizontal direction long hole, 7- flame retardant flexible packing material,
81- C-shaped joint, 811- C-shaped joint bottom plate, 812- C-shaped joint side plate, 813- C-shaped joint crimping, 814- C
Shape connector sliding slot, 82- H-shaped connector, 821- bottom wing listrium, the 83- shape of falling π connector, the 831- shape of falling π connector bottom plate,
The 832- shape of falling π connector side plate, the 833- shape of falling π connector sliding slot, 84- T-connecting piece, 841- T-connecting piece riser, 9- are anti-
Water anticracking grout layer, 10- angle iron connecting piece, 101- angle iron connecting piece riser, 102- angle iron connecting piece transverse slat.
Specific embodiment
To make technological means of the utility model, character of innovation, reaching purpose and effect is easy to understand, below
The present invention will be further described.
The embodiment recorded herein is the specific specific embodiment of the utility model, for illustrating the utility model
Design, be it is explanatory and illustrative, should not be construed as the limit to the utility model embodiment and the scope of the utility model
System.In addition to the embodiment recorded herein, those skilled in the art can also be public based on the claim of this application book and specification institute
For the content opened using obvious other technical solutions, these technical solutions include using doing to the embodiment recorded herein
The technical solution of any obvious substitutions and modifications out.
Embodiment one
As shown in Fig. 1~8, assembled steel frame wall filled with masonry structural system includes steel frame and is filled in pre- in steel frame
Filled-in panel (3) processed, the spacing (b) between prefabricated filled-in panel (3) and upper frame beam (121) are greater than 20mm.Prefabricated filling
Spacing (a) between wallboard (3) and frame column (11) needs to meet frame maximum elastoplasticity relative storey displacement.It steel frame and prefabricated fills out
It fills filled with flame retardant flexible packing material (7) between wallboard (3), the outer surface full coat of flame retardant flexible packing material (7) has waterproof
Anticracking grout layer (9).Flame retardant flexible packing material is styrofoam or extruded sheet.Flame retardant flexible packing material (7) and prefabricated filling
Seam edge between wallboard (3) and between flame retardant flexible packing material (7) and steel frame is respectively provided with sealant.Steel frame
In rectangle, including frame column (11) and Vierendeel girder (12), Vierendeel girder (12) includes that upper frame beam (121) and lower box are set a roof beam in place
(122).
As shown in Figure 15~16, prefabricated filled-in panel (3) is followed successively by structure sheaf (31), insulating layer (32) and dress from the inside to the outside
It adorns layer (33), insulating layer (32) is connect by bar for line (4) with structure sheaf (31).Structure sheaf (31) is bubble concrete layer, plants
Fibres concrete layer or aerated concrete layer.Decorative layer (33) is decorative surface of glass fibre reinforced plastics layer or real stone paint decoration surface layer.Structure sheaf
(31) steel skeleton and distributing bar are equipped in, reinforcing bar puts up matrix pattern setting, including reinforcing bar trestle (311) and reinforcing bar are set a roof beam in place
(312), distributing bar includes the transverse structure reinforcing bar (313) being arranged between reinforcing bar trestle (311) and is arranged in steel skeleton
Vertical distributing bar (314) between beam (312), the reinforcing bar of steel skeleton bottom is set a roof beam in place, and (312) are interior to be welded with long nut (2).
Sliding connector is equipped between the top of prefabricated filled-in panel (3) and the bottom of upper frame beam (121), sliding connects
Fitting includes sliding rail and sliding block, the top welded connecting of the bottom of sliding rail and prefabricated filled-in panel (3), the top and top of sliding block
The bottom of Vierendeel girder (121) is welded to connect, and then the top of prefabricated filled-in panel (3) is connect with upper frame beam (121).In advance
The side bottom and lower box of filled-in panel (3) processed set a roof beam in place (122) top between be equipped with angle iron connecting piece (10).Bolted angle connection
Part (10) includes the angle iron connecting piece riser (101) and angle iron connecting piece transverse slat (102) being mutually at right angles arranged, angle iron connecting piece
It is offered on riser (101) horizontal direction long hole (6), guarantees that wallboard, with frame cooperative transformation, avoids wallboard early under geological process
Phase cracking, at the same it is in place convenient for the installation of wallboard.Screw rod (5) sequentially passes through the horizontal direction long hole (6) on angle iron connecting piece (10)
With long nut (2), and then by the bottom of prefabricated filled-in panel (3) set a roof beam in place with lower box (122) connect.
Sliding rail is integrally formed and opening up C-shaped joint (81), including C-shaped joint bottom plate (811), setting exist
The C-shaped joint side plate (812) of C-shaped joint bottom plate (811) two sides and setting are in C-shaped joint side plate (812) end
It is sliding to form C-shaped joint for C-shaped joint crimping (813) between C-shaped joint bottom plate (811) and C-shaped joint crimping (813)
Slot (814).The spacing of C-shaped joint crimping (813) and C-shaped joint bottom plate (811) is bigger by 5 than the thickness of bottom wing listrium (821)
~10mm.Spacing between C-shaped joint crimping (813) is the thickness of the web of H-shaped connector (82).Sliding block is laterally setting
H-shaped connector (82), the bottom wing listrium (821) of H-shaped connector (82) slides along C-shaped joint sliding slot (814) are opposite.In this way
Wallboard and Vierendeel girder can generate relative displacement, and under geological process, frame deforms, no matter horizontal direction or vertical side
To, all will not to wallboard generate power effect, avoid the destruction of wallboard, while can guarantee wallboard Out-of-plane Stability again.
Embodiment two
As shown in Fig. 9~14, the sliding connector of the present embodiment is different from embodiment one, the π that sliding rail is integrally formed
Shape connector (83), the π being arranged on the shape of falling π connector bottom plate (831) including the shape of falling π connector bottom plate (831) and two pieces
Shape connector side plate (832) forms the shape of falling π between the two pieces of shape of falling π connector side plates (832) and the shape of falling π connector bottom plate (831)
Connector sliding slot (833)；Sliding block is T-connecting piece (84), and the T-connecting piece riser (841) of T-connecting piece (84) is along the shape of falling π
Connector sliding slot (833) is opposite to be slided.Wallboard and Vierendeel girder can generate relative displacement in this way, under geological process, frame hair
Change shape, no matter horizontal direction or vertical direction, all will not to wallboard generate power effect, avoid the destruction of wallboard, simultaneously
It can guarantee wallboard Out-of-plane Stability again.
The construction method of above-mentioned assembled steel frame wall filled with masonry structural system, it is characterised in that the following steps are included:
Step 1: production steel skeleton, and transverse structure reinforcing bar (313) and vertical structure are welded and bound according to distributed steel requirement
It makes reinforcing bar (314), the reinforcing bar in steel skeleton bottom is set a roof beam in place, and (312) are interior to weld long nut (2)；
Step 2: connect insulating layer (32) with steel skeleton using bar for line (4),；
Step 3: making heat-insulation wall plate by back-hand craft, decorative layer (33) are pasted in insulating layer (32) outer surface, are completed
The production of prefabricated filled-in panel (3)；
Step 4: sliding block is inserted into sliding rail, then sliding rail is welded to the top of prefabricated filled-in panel (3)；
Step 5: prefabricated filled-in panel (3) lifting to upper frame beam (121) and lower box is set a roof beam in place between (122), spiral shell
Bar (5) sequentially passes through the horizontal direction long hole (6) and long nut (2) of angle iron connecting piece (10), by the bottom of prefabricated filled-in panel (3)
Set a roof beam in place with lower box (122) connect；
Step 6: adjusting prefabricated filled-in panel (3), guarantee the levelness and verticality of prefabricated filled-in panel (3), by sliding block
It is welded to the bottom of upper frame beam (121)；
Step 7: flame retardant flexible packing material (7) are filled between prefabricated filled-in panel (3) and steel frame, flame retardant flexible
Packing material (7) and the seam crossing, flame retardant flexible packing material (7) and the seam crossing of steel frame of prefabricated filled-in panel (3) are adopted
With sealant joint seal；
Step 8: completing assembled in the outer surface full coat waterproof anti-crack mortar layer (9) of flame retardant flexible packing material (7)
The construction of steel framework Model test system.
Above embodiment is only that preferred embodiments of the present invention are described, not to the utility model
Range be defined, under the premise of not departing from the spirit of the design of the utility model, those of ordinary skill in the art are to this is practical
The various changes and improvements that novel technical solution is made should all fall into the protection scope that the utility model claims book determines
It is interior.
Claims (9)
1. a kind of assembled steel frame wall filled with masonry structural system, it is characterised in that: including steel frame and be filled in steel frame
Prefabricated filled-in panel (3), the steel frame are in rectangle, including frame column (11) and Vierendeel girder (12), Vierendeel girder (12) packet
It includes upper frame beam (121) and lower box sets a roof beam in place (122)；
The bottom of the prefabricated filled-in panel (3) is embedded with long nut (2)；
Sliding connector is equipped between the top of the prefabricated filled-in panel (3) and the bottom of upper frame beam (121), sliding connects
Fitting includes sliding rail and sliding block, and the top of the bottom of the sliding rail and prefabricated filled-in panel (3) is welded to connect, the top of sliding block with
The bottom of upper frame beam (121) is welded to connect, and then even by the top of prefabricated filled-in panel (3) and upper frame beam (121)
It connects；The side bottom and lower box of prefabricated filled-in panel (3) set a roof beam in place (122) top between be equipped with angle iron connecting piece (10), spiral shell
Bar (5) sequentially passes through angle iron connecting piece (10) and long nut (2), and then by the bottom of prefabricated filled-in panel (3) and lower frame
Beam (122) connection.
2. a kind of assembled steel frame wall filled with masonry structural system according to claim 1, it is characterised in that: the angle steel connects
Fitting (10) includes the angle iron connecting piece riser (101) and angle iron connecting piece transverse slat (102) being mutually at right angles arranged, the angle steel
Horizontal direction long hole (6) are offered on connector riser (101).
3. a kind of assembled steel frame wall filled with masonry structural system according to claim 1, it is characterised in that: the sliding rail is
Integrated molding and opening up C-shaped joint (81), including C-shaped joint bottom plate (811), setting are in C-shaped joint bottom plate
(811) the C-shaped joint side plate (812) of two sides and setting C-shaped joint side plate (812) end C-shaped joint crimping
(813), C-shaped joint sliding slot (814) are formed between the C-shaped joint bottom plate (811) and C-shaped joint crimping (813)；Institute
Stating sliding block is the H-shaped connector (82) being laterally arranged, and the bottom wing listrium (821) of H-shaped connector (82) is along C-shaped joint sliding slot
(814) opposite sliding.
4. a kind of assembled steel frame wall filled with masonry structural system according to claim 3, it is characterised in that: the C-shaped connects
The spacing of fitting crimping (813) and C-shaped joint bottom plate (811) is 5~10mm bigger than the thickness of bottom wing listrium (821).
5. a kind of assembled steel frame wall filled with masonry structural system according to claim 1, it is characterised in that: the sliding rail is
The integrally formed shape of falling π connector (83), including the shape of falling π connector bottom plate (831) and two pieces of settings are in the shape of falling π connector bottom plate
(831) shape of the falling π connector side plate (832) on, the two pieces of shape of falling π connector side plates (832) and the shape of falling π connector bottom plate (831)
Between formed the shape of falling π connector sliding slot (833)；The sliding block is T-connecting piece (84), the T-connecting piece of T-connecting piece (84)
Riser (841) is along the shape of falling π connector sliding slot (833) opposite sliding.
6. a kind of assembled steel frame wall filled with masonry structural system according to claim 1, it is characterised in that: described prefabricated to fill out
It fills wallboard (3) and is followed successively by structure sheaf (31), insulating layer (32) and decorative layer (33) from the inside to the outside, the insulating layer (32) passes through guarantor
Wen Ding (4) is connect with structure sheaf (31).
7. a kind of assembled steel frame wall filled with masonry structural system according to claim 6, it is characterised in that: the structure sheaf
(31) steel skeleton and distributing bar are equipped in, the reinforcing bar puts up matrix pattern setting, including reinforcing bar trestle (311) and reinforcing bar are set a roof beam in place
(312), distributing bar includes the transverse structure reinforcing bar (313) being arranged between reinforcing bar trestle (311) and is arranged in steel skeleton
Vertical distributing bar (314) between beam (312), the reinforcing bar of the steel skeleton bottom is set a roof beam in place, and (312) are interior to be welded with long nut
(2).
8. a kind of assembled steel frame wall filled with masonry structural system according to claim 6, it is characterised in that: the structure sheaf
It (31) is bubble concrete layer, plant fiber concrete layer or aerated concrete layer, the decorative layer (33) is decorative surface of glass fibre reinforced plastics
Layer or real stone paint decoration surface layer.
9. a kind of assembled steel frame wall filled with masonry structural system according to claim 1, it is characterised in that: the steel frame
Flame retardant flexible packing material (7) are filled between prefabricated filled-in panel (3), the outer surface of flame retardant flexible packing material (7) is full
It is coated with waterproof anti-crack mortar layer (9).
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| Application Number | Priority Date | Filing Date | Title |
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| CN201821414251.4U CN208934190U (en) | 2018-08-30 | 2018-08-30 | A kind of assembled steel frame wall filled with masonry structural system |
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| CN201821414251.4U CN208934190U (en) | 2018-08-30 | 2018-08-30 | A kind of assembled steel frame wall filled with masonry structural system |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797847A (en) * | 2018-08-30 | 2018-11-13 | 河北建筑工程学院 | A kind of assembled steel frame wall filled with masonry structural system and its construction method |
| CN111042375A (en) * | 2019-12-25 | 2020-04-21 | 潍坊科技学院建筑安装公司 | Prefabricated assembled recycled concrete wallboard |
| CN111287349A (en) * | 2020-03-06 | 2020-06-16 | 汤东阁 | Assembled steel construction outer wall |
| CN114412016A (en) * | 2022-01-27 | 2022-04-29 | 连云港市水利规划设计院有限公司 | Brickwork infilled wall |
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2018
- 2018-08-30 CN CN201821414251.4U patent/CN208934190U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797847A (en) * | 2018-08-30 | 2018-11-13 | 河北建筑工程学院 | A kind of assembled steel frame wall filled with masonry structural system and its construction method |
| CN108797847B (en) * | 2018-08-30 | 2023-12-22 | 新疆山水建设工程有限公司 | Assembled steel frame infilled wall structure system and construction method thereof |
| CN111042375A (en) * | 2019-12-25 | 2020-04-21 | 潍坊科技学院建筑安装公司 | Prefabricated assembled recycled concrete wallboard |
| CN111042375B (en) * | 2019-12-25 | 2021-11-05 | 潍坊科技学院建筑安装公司 | Prefabricated assembled recycled concrete wallboard |
| CN111287349A (en) * | 2020-03-06 | 2020-06-16 | 汤东阁 | Assembled steel construction outer wall |
| CN114412016A (en) * | 2022-01-27 | 2022-04-29 | 连云港市水利规划设计院有限公司 | Brickwork infilled wall |
| CN114412016B (en) * | 2022-01-27 | 2023-09-22 | 连云港市水利规划设计院有限公司 | Masonry infilled wall |
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