CN107447889A - A kind of mounting structure for building assembled wall - Google Patents
A kind of mounting structure for building assembled wall Download PDFInfo
- Publication number
- CN107447889A CN107447889A CN201710538100.3A CN201710538100A CN107447889A CN 107447889 A CN107447889 A CN 107447889A CN 201710538100 A CN201710538100 A CN 201710538100A CN 107447889 A CN107447889 A CN 107447889A
- Authority
- CN
- China
- Prior art keywords
- mounting structure
- frame
- assembled wall
- building assembled
- otic placode
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
- E04B2/68—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/382—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of concrete or other stone-like substance
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/384—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a metal frame
Abstract
The present invention relates to building prefabricated member technical field, discloses a kind of mounting structure for building assembled wall, including：Light steel frame, the otic placode extended towards the hollow region of the light steel frame is provided with the medial surface of the light steel frame；And close rib wallboard, the close rib wallboard are embedded at the hollow region position of the light steel frame, wherein, the overlapping edges of the close rib wallboard on the otic placode and with the otic placode detachable connection.The mounting structure of the building assembled wall has the installation of the mounting structure of convenient building assembled wall, simultaneously, during being dismantled to the mounting structure of the building assembled wall, without the dismounting mode for taking damage type, quickly repaired beneficial to after shake.
Description
Technical field
The present invention relates to building prefabricated member technical field, more particularly to a kind of installation for building assembled wall
Structure.
Background technology
The light steel of assembled-light wall construction is a kind of new structural systen suitable for villages and small towns low-rise building, possesses assembled
Wall and light steel frame twice anti-vibration defense lines, anti-seismic performance is more superior than masonry structure, and the master of the light steel of assembled-light wall construction
It is prefabrication to want structural elements, and efficiency of construction is high.
In the problem of light steel-light wall construction system is present, wall and being linked and packed for light steel frame are one key
Problem, decide the efficiency of assembling and stress reliability of light steel-light wall construction.The connection of precast wall body and light steel frame at present
Mode is predominantly in the milk connection, have that not easy to remove, long construction period, assembling be difficult and shake after the problem of being not easily repaired etc..
The content of the invention
(1) technical problems to be solved
It is of the prior art pre- to solve it is an object of the invention to provide a kind of mounting structure for building assembled wall
The connected mode of wall and light steel frame processed is predominantly in the milk connection, exist not easy to remove, long construction period, assembling it is difficult with
And the technical problem being not easily repaired etc. after shake.
(2) technical scheme
In order to solve the above-mentioned technical problem, the present invention provides a kind of mounting structure for building assembled wall, including：Gently
Steel frame, the otic placode extended towards the hollow region of the light steel frame is provided with the medial surface of the light steel frame；It is and close
Rib wallboard, the close rib wallboard are embedded at the hollow region position of the light steel frame, wherein, the close rib wallboard
Overlapping edges on the otic placode and with the otic placode detachable connection.
Wherein, the light steel frame includes left steel core concrete column, the upper Concrete-Filled Square Steel Tube of head and the tail connection successively
Beam, right steel core concrete column and lower square steel tube concrete beam, wherein, the otic placode is multiple and is separately positioned on described
On the left steel core concrete column medial surface relative with the right steel core concrete column and/or it is arranged on the upper square steel tube
On the beams of concrete medial surface relative with the lower square steel tube concrete beam.
Wherein, the close rib wallboard includes angle iron frame and is embedded the Mi Leiqiang in the hollow region of the angle iron frame
Plate body.
Wherein, the close rib wallboard body include be embedded the hollow region of the angle iron frame steel fabric sheet and
Along the reinforcement laterally and/or longitudinally set of the steel fabric sheet, wherein, the surrounding of the steel fabric sheet is welded on described
On the medial surface of the surrounding of angle iron frame.
Wherein, the close rib wallboard body is also included before being separately positioned on the preceding surface of the steel fabric sheet, rear surface
Concrete slab and rear concrete slab.
Wherein, multiple first mounting holes are configured with compartment on the frame of the angle iron frame, in each otic placode
On be configured with the second mounting hole, wherein, described on the otic placode of each corresponding setting of first mounting hole
Two mounting holes are collectively forming combination mounting hole.
Wherein, locking member, institute are provided with the position of each first mounting hole of correspondence of the frame of the angle iron frame
Stating the mounting structure of building assembled wall also includes fastener, wherein, the pressure cap end of the fastener is pressed together on the otic placode
Upper surface, the inserting end of the fastener matches through the combination mounting hole and with the locking member.
Wherein, the mounting structure of the building assembled wall also includes being arranged on the frame of the angle iron frame
Protective cover, wherein, the protective cover is set in the periphery of the locking member.
Wherein, the mounting structure of the building assembled wall also includes cage, and the cage is arranged on the angle
On the lateral surface of the frame of steel frame, the opening of the cage is towards outside, and the perisporium of the cage can surround and it
The otic placode being correspondingly arranged.
Wherein, the opening of the cage is configured to flaring mouth.
(3) beneficial effect
The mounting structure of building assembled wall provided by the invention, compared with prior art, has the following advantages that：
(1) shorten construction period, improve efficiency of assembling.Compared with connected mode of being in the milk, this mounting structure need not when applying
In wall and light steel frame junction supporting module, without cast in situs operation, mounting technique is simple, greatly shortens construction week
Phase.
(2) formula dismounting is avoided damage to, is easily repaired after shake.Torn open in the mounting structure to the building assembled wall
During unloading, without taking the dismounting mode of damage type.After earthquake, on the basis of light steel frame does not damage, it can pass through
The mode that otic placode is changed in cutting removes replacing wall, is advantageous to fast quick-recovery after shake.
(3) solves mounting structure gap process problem.Close rib wall and angle steel frame can directly be fitted in concrete filled steel tube
Post or steel tube concrete beam inward flange, without largely doing filleting processing, it is only necessary to simple jointing is filled up with fluid sealant,
Save man power and material.
(4) wall construction quality is effectively ensured.Close rib wall is prefabricated in the factory completely, reliable construction quality, precision
Height, and angle steel frame plays a protective role to wall, in case wall is damaged in transit because of collision.
Brief description of the drawings
Fig. 1 is the structural representation of the mounting structure of the building assembled wall of embodiments herein；
Fig. 2 is the overall structure diagram of the light steel frame in Fig. 1；
Fig. 3 is a quarter structural representation of the close rib wallboard in Fig. 1；
Fig. 4 is the overall structure diagram of the angle iron frame in Fig. 1.
In figure, 100：Build the mounting structure of assembled wall；1：Light steel frame；1a：Hollow region；11：Left steel pipe
Concrete column；12：Upper square steel tube concrete beam；13：Right steel core concrete column；14：Lower square steel tube concrete beam；2：Otic placode；
21：Second mounting hole； 3：Close rib wallboard；31：Angle iron frame；311：First mounting hole；32：Close rib wallboard body； 321：Steel
Silk netting；322：Reinforcement；323：Preceding concrete slab；324：Concrete slab afterwards；4：Combine mounting hole；5：Locking member；6：
Fastener；61：Pressure cap end；62：Inserting end；7：Protective cover；8：Cage；81：Perisporium；82：Opening.
Embodiment
With reference to the accompanying drawings and examples, the embodiment of the present invention is described in further detail.Following instance
For illustrating the present invention, but it is not limited to the scope of the present invention.
In the description of the invention, it is necessary to illustrate, unless otherwise clearly defined and limited, term " installation ",
" connected ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected, or integratedly be connected
Connect；Can be mechanical connection or electrical connection；Can be joined directly together, can also be indirectly connected by intermediary,
It can be the connection of two element internals.For the ordinary skill in the art, can be understood with concrete condition above-mentioned
The concrete meaning of term in the present invention.
Embodiment 1：
As shown in Figures 1 to 4, the mounting structure 100 of the building assembled wall is schematically showed in figure to be included gently
Steel frame 1, otic placode 2 and close rib wallboard 3.
In embodiments herein, the similar monnolithic case of the light steel frame 1 is rectangle or square, in the light steel framework
The medial surface of frame 1 is provided with the otic placode 2 extended towards the hollow region 1a of light steel frame 1.It should be noted that the light steel frame 1
Monnolithic case not merely be confined to above-mentioned situation about enumerating, it can also reasonably be set according to the actual needs
Meter.
In one embodiment, the otic placode 2 may be configured to profile as rectangle, square or oval etc. platy structure, main
Play a part of supporting and fix close rib wallboard 3, so that close rib wallboard 3 can be securely fixed in light steel frame 1
On.
Close rib wallboard 3 is embedded at the hollow region 1a positions of light steel frame 1, wherein, the overlapping edges of close rib wallboard 3 exist
It is detachable connection on otic placode 2 and with otic placode 2.Specifically, by the way that the close rib wallboard 3 of the application is embedded in light steel frame 1
Hollow region 1a, simultaneously so that the overlapping edges of close rib wallboard 3 pass through detachable company on otic placode 2 and with otic placode 2
The mode of connecing realizes the fixed installation of the close rib wallboard 3 on light steel frame 1.So, building assembled wall has been greatly facilitated
Mounting structure 100 installation, meanwhile, during being dismantled to the mounting structure 100 of the building assembled wall,
Without the dismounting mode for taking damage type.
In addition, compared with the mode of grouting connection, the mounting structure 100 of the building assembled wall of the application is being carried out
Using when, without the connecting portion supporting module in close rib wallboard 3 and light steel frame 1, without cast in situs operation, assemble skill
Art is simple, highly shortened construction period.
In addition, the close rib wallboard 3 of the application can carry out prefabricated, the reliable construction quality of wall, construction in factory completely
Precision is high.
After earthquake, on the basis of light steel frame 1 is not damaged, it can be removed by way of cutting otic placode 2, more
Close rib wallboard 3 is changed, is advantageous to the fast quick-recovery after shake.
As shown in Fig. 2 it is the light steel frame 1 in further optimization above-mentioned technical proposal, on the basis of above-mentioned technical proposal
On, the light steel frame 1 includes left steel core concrete column 11, upper square steel tube concrete beam 12, the right steel of head and the tail connection successively
Pipe concrete column 13 and lower square steel tube concrete beam 14, wherein, otic placode 2 is multiple and be separately positioned on left steel tube concrete
On the medial surface relative with right steel core concrete column 13 of earth pillar 11 and/or it is disposed over steel tube concrete beam 12 and lower section
On the relative medial surface of steel tube concrete beam 14.That is, otic placode 2 may be provided at the left steel tube concrete of the light steel frame 1
On the medial surface relative with right steel core concrete column 13 of earth pillar 11, or otic placode 2 be disposed over steel tube concrete beam 12 with
On the relative medial surface of lower square steel tube concrete beam 14, or otic placode 2 is separately positioned on left steel core concrete column 11 and right
On the relative medial surface of steel core concrete column 13, and it is disposed over steel tube concrete beam 12 and lower square steel tube concrete beam
On 14 relative medial surfaces.Be readily appreciated that, in order to improve installation strength of the close rib wallboard 3 on light steel frame 1, can by
On the medial surface relative with right steel core concrete column 13 of left steel core concrete column 11 and upper square steel tube concrete beam 12 with
On the relative medial surface of lower square steel tube concrete beam 14 above-mentioned otic placode 2 is respectively provided with, by increasing the quantity of otic placode 2, is carried with this
The high support strength to close rib wallboard 3, further, reach and improve installation strength of the close rib wallboard 3 on light steel frame 1
Purpose.
As shown in figure 3, it is the close rib wallboard 3 in further optimization above-mentioned technical proposal, on the basis of above-mentioned technical proposal
On, the close rib wallboard 3 includes angle iron frame 31 and is embedded the close rib wallboard body 32 in the hollow region of angle iron frame 31.Tool
Body, the edge of the close rib wallboard body 32 extend into the medial surface of the surrounding of angle iron frame 31, and is consolidated by the way of welding
It is scheduled on the medial surface of the surrounding of angle iron frame 31.
In the ratio more preferably in technical scheme of the application, the close rib wallboard body 32 includes being embedded in angle frame
The steel fabric sheet 321 of the hollow region of frame 31 and the reinforcement 322 laterally and/or longitudinally set along steel fabric sheet 321,
Wherein, the surrounding of the steel fabric sheet 321 is welded on the medial surface of the surrounding of angle iron frame 31.Specifically, by by steel wire
The surrounding of piece 321 is welded on the medial surface of the surrounding of angle iron frame 31, so that steel fabric sheet 321 and angle iron frame 31
Form one, the steel fabric sheet 321 is located at the centre position of close rib wallboard body 32, equivalent to close rib wallboard body 32 by
Advocate muscle.On medial surface by the surrounding that the surrounding of steel fabric sheet 321 is welded on to angle iron frame 31, so that steel wire
Mesh sheet 321 forms entirety with angle iron frame 31, and in the presence of side force, individual wire will not be from close rib wallboard body 32
Inside departs from, so as to be advantageous to the common stress of steel fabric sheet 321.
It should be noted that angle iron frame 31 is welded by hot rolling unequal angle, have preferable structure strong
Degree, its frame as close rib wallboard body 32, so as to avoid close rib wallboard body 32 from being damaged during transport
Bad situation.Further, since angle iron frame 31, as light steel frame 1 and the connecting elements of close rib wallboard 3, it has structure strong
The advantages of degree height and good stability, thus, under geological process, it is also possible that the mounting structure of building assembled wall
100 have good anti seismic efficiency.
In a specific embodiment, the reinforcement 322 can be in laterally or longitudinally compartment along steel fabric sheet 321
Set it is multiple, so as to play a part of improving the overall construction intensity of close rib wallboard body 32.In addition it is also necessary to illustrate
, the reinforcement 322 can be the square bar laterally or longitudinally for being welded on steel fabric sheet 321, play support and the work strengthened
With.
As shown in figure 3, it is the close rib wallboard body 32 in further optimization above-mentioned technical proposal, in above-mentioned technical proposal
On the basis of, the close rib wallboard body 32 also includes preceding surface, the preceding coagulation on rear surface for being separately positioned on steel fabric sheet 321
Native panel 323 and rear concrete slab 324.That is, by the way that preceding concrete slab 323 and rear concrete slab 324 are divided
The forward and backward surface of steel fabric sheet 321 is not arranged on, it is above-mentioned so as to be collectively forming with steel fabric sheet 321 and angle iron frame 31
Close rib wallboard body 32.
As shown in figure 4, in the ratio more preferably in technical scheme of the application, on the frame of the angle iron frame 31
Multiple first mounting holes 311 are configured with compartment, the second mounting hole 21 is configured with each otic placode 2, wherein, each first
The second mounting hole 21 on the otic placode 2 of the corresponding setting of mounting hole 311 is collectively forming combination mounting hole 4.That is,
It is embedded by close rib wallboard 3 after the hollow region of light steel frame 1, passes through the first peace on the frame of angle iron frame 31
Dress hole 311 distinguishes that the second mounting hole 21 on the otic placode 2 of corresponding setting is corresponding to be connected, as described below tight so as to facilitate
Firmware 6 penetrates, to realize the fixed installation of light steel frame 1 and close rib wallboard 3, so that light steel frame 1 and Mi Leiqiang
Plate 3 is collectively forming Lateral Resistant System, plays a part of being effective against earthquake.
As shown in figure 1, Fig. 1 schematically shows each first mounting hole of correspondence in the frame of the angle iron frame 31
311 position is provided with locking member 5, and the mounting structure 100 of the building assembled wall also includes fastener 6, wherein, fastener 6
Pressure cap end 61 be pressed together on the upper surface of otic placode 2, the inserting end 62 of fastener 6 through combination mounting hole 4 and with the phase of locking member 5
Matching.It should be noted that the locking member 5 can be nut, the fastener 6 can be bolt.After bolt passes through combination mounting hole 4,
By rotating the bolt clockwise or counterclockwise, the locking of the inserting end and nut of bolt can be realized, so as to realize close rib
The fixed installation of wallboard 3 and light steel frame 1.
As shown in figure 1, in the ratio more preferably in technical scheme of the application, the installation of the building assembled wall
Structure 100 also includes the protective cover 7 being arranged on the frame of angle iron frame 31, wherein, the protective cover 7 is set in locking member 5
Periphery.It should be noted that the protective cover 7, which is configured to upper end, has opening, inside has the cover body structure of receiving space, leads to
Cross and be welded on the upper edge of the opening of the protective cover 7 on the frame of angle iron frame 31, and it is surrounded corresponding locking member 5
Periphery, so as to be effectively prevented from the process poured to preceding concrete slab 323 and rear concrete slab 324
In, the through hole on locking member 5 and combinations thereof mounting hole 4 are blocked, cause fastener 6 not screw in successfully.In addition,
By the setting of the protective cover 7, enough precession spaces can be reserved to fastener 6, to ensure fastener 6 and locking member 5
Bonding strength, avoid fastener 6 screws the situation that degree is inadequate, causes locking member 6 to get loose.
As shown in figure 1, the mounting structure 100 that Fig. 1 also schematically shows the building assembled wall also includes isolation
Cover 8, on the lateral surface for the frame that the cage 8 is arranged on angle iron frame 31, the opening 82 of cage 8 is towards outside, cage
8 perisporium 81 can surround the otic placode 2 of corresponding setting.It should be noted that by the way that the cage 8 is used into welding
Mode is fixed on the lateral surface of the frame of angle iron frame 31, so as to realize the overall fixed installation of cage 8.In addition,
By the opening 82 of cage 8 towards outside, to facilitate the otic placode 2 of corresponding setting to be inserted into corresponding cage 8
Inside, so as to effectively prevent in the mistake poured to preceding concrete slab 323 and rear concrete slab 324
Cheng Zhong, the situation for causing concrete to block the second mounting hole 21 on otic placode 2.
In a preferred embodiment, the opening 82 of the cage 8 is configured to flaring mouth.That is, by
The bore of the opening of the cage 8 gradually increases from inside to outside, so as to be advantageous to otic placode 2 can be smoothly inserted into it is corresponding
The inside of cage 8, the longitudinally wide width of opening 82 more than or equal to cage 8 of otic placode 2 is avoided, so that the nothing of otic placode 2
Method is inserted into the inside of cage 8, causes close rib wallboard 3 can not be well on light steel frame 1 situation of installation.
In summary, by the way that the close rib wallboard 3 of the application to be embedded to the hollow region 1a in light steel frame 1, meanwhile, make
The overlapping edges for obtaining close rib wallboard 3 realize the close rib wallboard 3 on otic placode 2 and with otic placode 2 by detachable connected mode
Fixed installation on light steel frame 1.So, the installation of the mounting structure 100 of building assembled wall has been greatly facilitated,
Meanwhile during being dismantled to the mounting structure 100 of the building assembled wall, without taking tearing open for damage type
Unload mode.
In addition, compared with the mode of grouting connection, the mounting structure 100 of the building assembled wall of the application is being carried out
Using when, without the connecting portion supporting module in close rib wallboard 3 and light steel frame 1, without field operation, mounting technology letter
It is single, it highly shortened construction period.
In addition, the close rib wallboard 3 of the application can carry out prefabricated, the reliable construction quality of wall, construction in factory completely
Precision is high.
After earthquake, on the basis of light steel frame 1 is not damaged, it can be removed by way of cutting otic placode 2, more
Close rib wallboard 3 is changed, is advantageous to the fast quick-recovery after shake.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
God any modification, equivalent substitution and improvements made etc., should be included in the scope of the protection with principle.
Claims (10)
- A kind of 1. mounting structure for building assembled wall, it is characterised in that including：Light steel frame, the otic placode extended towards the hollow region of the light steel frame is provided with the medial surface of the light steel frame； AndClose rib wallboard, the close rib wallboard are embedded at the hollow region position of the light steel frame, wherein, the Mi Leiqiang The overlapping edges of plate on the otic placode and with the otic placode detachable connection.
- 2. the mounting structure of building assembled wall according to claim 1, it is characterised in that the light steel frame includes Left steel core concrete column, upper square steel tube concrete beam, right steel core concrete column and the lower square steel tube of head and the tail connection successively Beams of concrete, wherein, the otic placode is multiple and be separately positioned on the left steel core concrete column and mixed with the right steel pipe On the relative medial surface of solidifying earth pillar and/or to be arranged on the upper square steel tube concrete beam relative with the lower square steel tube concrete beam Medial surface on.
- 3. the mounting structure of building assembled wall according to claim 2, it is characterised in that the close rib wallboard includes Angle iron frame and it is embedded the close rib wallboard body in the hollow region of the angle iron frame.
- 4. the mounting structure of building assembled wall according to claim 3, it is characterised in that the close rib wallboard body Including being embedded in the steel fabric sheet of the hollow region of the angle iron frame and laterally and/or longitudinally setting along the steel fabric sheet The reinforcement put, wherein, the surrounding of the steel fabric sheet is welded on the medial surface of the surrounding of the angle iron frame.
- 5. the mounting structure of building assembled wall according to claim 4, it is characterised in that the close rib wallboard body Also include being separately positioned on the preceding surface of the steel fabric sheet, the preceding concrete slab on rear surface and rear concrete slab.
- 6. the mounting structure of building assembled wall according to claim 5, it is characterised in that in the angle iron frame Multiple first mounting holes are configured with compartment on frame, the second mounting hole is configured with each otic placode, wherein, each institute Second mounting hole stated on the otic placode of the corresponding setting of the first mounting hole is collectively forming combination mounting hole.
- 7. the mounting structure of building assembled wall according to claim 6, it is characterised in that in the angle iron frame The position of each first mounting hole of correspondence of frame is provided with locking member, and the mounting structure of the building assembled wall also wraps Fastener is included, wherein, the pressure cap end of the fastener is pressed together on the upper surface of the otic placode, and the inserting end of the fastener passes through The combination mounting hole simultaneously matches with the locking member.
- 8. the mounting structure of building assembled wall according to claim 7, it is characterised in that the building assembled wall The mounting structure of body also includes the protective cover being arranged on the frame of the angle iron frame, wherein, the protective cover is set in institute State the periphery of locking member.
- 9. the mounting structure of the building assembled wall according to any one of claim 3 to 8, it is characterised in that described The mounting structure of building assembled wall also includes cage, and the cage is arranged on the outside of the frame of the angle iron frame On face, the opening of the cage can surround the otic placode of corresponding setting towards outside, the perisporium of the cage.
- 10. the mounting structure of building assembled wall according to claim 9, it is characterised in that the cage is opened Outlet structure is flaring mouth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710538100.3A CN107447889B (en) | 2017-07-04 | 2017-07-04 | Mounting structure of building assembled wall body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710538100.3A CN107447889B (en) | 2017-07-04 | 2017-07-04 | Mounting structure of building assembled wall body |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107447889A true CN107447889A (en) | 2017-12-08 |
| CN107447889B CN107447889B (en) | 2019-12-31 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710538100.3A Active CN107447889B (en) | 2017-07-04 | 2017-07-04 | Mounting structure of building assembled wall body |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
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| CN108301531A (en) * | 2018-03-19 | 2018-07-20 | 北京工业大学 | Assembled built-in heat insulation layer concrete composite wall-light steel frame-floor connecting node |
| CN108643396A (en) * | 2018-03-19 | 2018-10-12 | 北京工业大学 | Assembled built-in heat insulation layer foamed concrete composite wall-light steel frame connecting node |
| CN109296206A (en) * | 2018-12-07 | 2019-02-01 | 常州工程职业技术学院 | A kind of buckle structure and its snap method connecting integral light-weight steel wallboard and steel-frame structure |
| CN109610688A (en) * | 2018-12-24 | 2019-04-12 | 天津广坤腾阳建筑安装有限公司 | A kind of the installation fixed structure and its installation method of building wall board |
| CN110700480A (en) * | 2019-09-09 | 2020-01-17 | 湖南中富杭萧建筑科技股份有限公司 | Light high-strength prefabricated slab for building |
| CN111794419A (en) * | 2020-07-06 | 2020-10-20 | 宁波建工建乐工程有限公司 | Double-cavity hanging stone reinforced curtain wall device |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108277887A (en) * | 2018-03-19 | 2018-07-13 | 北京工业大学 | Assembled built-in heat insulation layer concrete composite wall-light steel frame connecting node |
| CN108301531A (en) * | 2018-03-19 | 2018-07-20 | 北京工业大学 | Assembled built-in heat insulation layer concrete composite wall-light steel frame-floor connecting node |
| CN108643396A (en) * | 2018-03-19 | 2018-10-12 | 北京工业大学 | Assembled built-in heat insulation layer foamed concrete composite wall-light steel frame connecting node |
| CN108643396B (en) * | 2018-03-19 | 2019-10-29 | 北京工业大学 | Assembled built-in heat insulation layer foamed concrete composite wall-light steel frame connecting node |
| CN109296206A (en) * | 2018-12-07 | 2019-02-01 | 常州工程职业技术学院 | A kind of buckle structure and its snap method connecting integral light-weight steel wallboard and steel-frame structure |
| CN109610688A (en) * | 2018-12-24 | 2019-04-12 | 天津广坤腾阳建筑安装有限公司 | A kind of the installation fixed structure and its installation method of building wall board |
| CN110700480A (en) * | 2019-09-09 | 2020-01-17 | 湖南中富杭萧建筑科技股份有限公司 | Light high-strength prefabricated slab for building |
| CN111794419A (en) * | 2020-07-06 | 2020-10-20 | 宁波建工建乐工程有限公司 | Double-cavity hanging stone reinforced curtain wall device |
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